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'兰州市金城关民俗风貌区旧城改造边坡治理工程施工图设计计算书第四册：计算文件③下滑力计算书甘肃有色工程勘察设计研究院二0一四年一月
兰州市金城关民俗风貌区旧城改造边坡治理工程施工图预算书第一册：设计文件第二册：设计图纸第三册：预算文件第四册：计算书项目委托单位：兰州市小天鹅房地产开发公司项目承担单位：甘肃有色工程勘察设计研究院项目负责人：管欢民报告编制：赵怀徐飞飞王玉成冯丽娟陈瑞娣审核：官欢民总工程师：陈秀清院长：陈建国报告提交单位：甘肃有色工程勘察设计研究院
目录计算项目：2-2剖面自然+规划（浅层滑面）1计算项目：2-2剖面降雨+规划（浅层滑面）4计算项目：2-2剖面地震+规划（浅层滑面）7计算项目：2-2剖面自然+规划（深层滑面）10计算项目：2-2剖面降雨+规划（深层滑面）14计算项目：2-2剖面地震+规划（深层滑面）18计算项目：6-6剖面自然+规划（深层滑面）22计算项目：6-6剖面降雨+规划（深层滑面）25计算项目：6-6剖面地震+规划（深层滑面）28计算项目：9-9剖面自然+规划（浅层滑面）31计算项目：9-9剖面降雨+规划（浅层滑面）34计算项目：9-9剖面地震+规划（浅层滑面）37计算项目：9-9剖面自然+规划（深层滑面）40计算项目：9-9剖面降雨+规划（深层滑面）42计算项目：9-9剖面地震+规划（深层滑面）45计算项目：12-12剖面自然+规划47计算项目：12-12剖面降雨+规划49计算项目：12-12剖面地震+规划51计算项目：14-14剖面自然+规划（深层滑面）53计算项目：14-14剖面降雨+规划（深层滑面）56计算项目：14-14剖面地震+规划（深层滑面）58计算项目：17-17剖面自然+规划（深层滑面）61计算项目：17-17剖面降雨+规划（深层滑面）63计算项目：17-17剖面地震+规划（深层滑面）66计算项目：22-22剖面自然+规划68计算项目：22-22剖面降雨+规划71计算项目：22-22剖面地震+规划73计算项目：29-29剖面自然+规划（浅层滑面）76计算项目：29-29剖面降雨+规划（浅层滑面）78计算项目：29-29剖面地震+规划（浅层滑面）81计算项目：29-29剖面自然+规划（深层滑面）83计算项目：29-29剖面降雨+规划（深层滑面）86计算项目：29-29剖面地震+规划（深层滑面）89计算项目：31-31剖面自然+规划（深层滑坡）92计算项目：31-31剖面降雨+规划（深层滑坡）95计算项目：31-31剖面地震+规划（深层滑坡）97计算项目：34-34剖面自然+规划（深层滑面）100计算项目：34-34剖面降雨+规划（深层滑面）103计算项目：34-34剖面地震+规划（深层滑面）106计算项目：38-38剖面自然+规划（浅层滑面）109计算项目：38-38剖面降雨+规划（浅层滑面）111
计算项目：38-38剖面地震+规划（浅层滑面）113计算项目：38-38剖面自然+规划（深层滑面）115计算项目：38-38剖面降雨+规划（深层滑面）118计算项目：38-38剖面地震+规划（深层滑面）122计算项目：42-42剖面自然+规划（浅层滑面）125计算项目：42-42剖面降雨+规划（浅层滑面）128计算项目：42-42剖面地震+规划（浅层滑面）130计算项目：42-42剖面自然+规划（深层滑面)133计算项目：42-42剖面降雨+规划（深层滑面)135计算项目：42-42剖面地震+规划（深层滑面)137
------------------------------------------------------------------------计算项目：2-2剖面自然+规划（浅层滑面）----------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数8坡面线号水平投影(m)竖直投影(m)超载数10.0006.200021.4001.600033.8002.200044.3000.800054.6001.200062.1001.900074.4002.000085.9002.0000[土层信息]坡面节点数9编号X(m)Y(m)00.0000.000-10.0006.200-21.4007.800-35.20010.000-49.50010.800-514.10012.000-616.20013.900-720.60015.900-826.50017.900附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数118.500---10.00021.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)14.9002.3000.00010.00021.00026.5003.2000.00010.00021.00039.3006.5000.00010.00021.00045.7005.9000.00010.00021.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=20.700末点X=26.351上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=205.643(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=8.134(m)下滑力=147.897(kN)138
滑床反力R=142.883(kN)滑面抗滑力=54.848(kN)粘聚力抗滑力=81.336(kN)本块剩余下滑力=11.713(kN)本块下滑力角度=45.988(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=20.600末点X=20.700上块传递推力=11.713(kN)推力角度=45.988(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=7.311(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.122(m)下滑力=15.685(kN)滑床反力R=8.235(kN)滑面抗滑力=3.161(kN)粘聚力抗滑力=1.220(kN)本块剩余下滑力=11.304(kN)本块下滑力角度=34.951(度)_____________________________________________本块始点X=16.200末点X=20.600上块传递推力=11.304(kN)推力角度=34.951(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=366.913(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.368(m)下滑力=221.497(kN)滑床反力R=300.738(kN)滑面抗滑力=115.443(kN)粘聚力抗滑力=53.682(kN)本块剩余下滑力=52.373(kN)本块下滑力角度=34.951(度)_____________________________________________本块始点X=14.100末点X=16.200上块传递推力=52.373(kN)推力角度=34.951(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=187.608(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.562(m)下滑力=159.848(kN)滑床反力R=153.772(kN)滑面抗滑力=59.028(kN)粘聚力抗滑力=25.621(kN)本块剩余下滑力=75.199(kN)本块下滑力角度=34.951(度)_____________________________________________本块始点X=11.400末点X=14.100上块传递推力=75.199(kN)推力角度=34.951(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=259.954(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.294(m)下滑力=224.119(kN)滑床反力R=213.070(kN)滑面抗滑力=81.790(kN)粘聚力抗滑力=32.941(kN)本块剩余下滑力=109.388(kN)本块下滑力角度=34.951(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=9.500末点X=11.400上块传递推力=109.388(kN)推力角度=34.951(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=211.445(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.118(m)下滑力=201.510(kN)滑床反力R=206.323(kN)滑面抗滑力=79.200(kN)粘聚力抗滑力=21.178(kN)本块剩余下滑力=101.133(kN)本块下滑力角度=26.211(度)138
_____________________________________________本块始点X=5.200末点X=9.500上块传递推力=101.133(kN)推力角度=26.211(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=548.406(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.793(m)下滑力=343.355(kN)滑床反力R=492.013(kN)滑面抗滑力=188.866(kN)粘聚力抗滑力=47.928(kN)本块剩余下滑力=106.560(kN)本块下滑力角度=26.211(度)_____________________________________________本块始点X=4.900末点X=5.200上块传递推力=106.560(kN)推力角度=26.211(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=41.843(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.334(m)下滑力=125.042(kN)滑床反力R=37.540(kN)滑面抗滑力=14.410(kN)粘聚力抗滑力=3.344(kN)本块剩余下滑力=107.287(kN)本块下滑力角度=26.211(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=1.400末点X=4.900上块传递推力=107.287(kN)推力角度=26.211(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=474.914(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.866(m)下滑力=309.063(kN)滑床反力R=431.907(kN)滑面抗滑力=165.794(kN)粘聚力抗滑力=38.664(kN)本块剩余下滑力=104.606(kN)本块下滑力角度=25.145(度)_____________________________________________本块始点X=0.000末点X=1.400上块传递推力=104.606(kN)推力角度=25.145(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=172.790(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.547(m)下滑力=178.025(kN)滑床反力R=156.416(kN)滑面抗滑力=60.042(kN)粘聚力抗滑力=15.466(kN)本块剩余下滑力=102.517(kN)本块下滑力角度=25.145(度)_____________________________________________138
------------------------------------------------------------------------计算项目：2-2剖面降雨+规划（浅层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数8坡面线号水平投影(m)竖直投影(m)超载数10.0006.200021.4001.600033.8002.200044.3000.800054.6001.200062.1001.900074.4002.000085.9002.0000[土层信息]坡面节点数9编号X(m)Y(m)00.0000.000-10.0006.200-21.4007.800-35.20010.000-49.50010.800-514.10012.000-616.20013.900-720.60015.900-826.50017.900附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数119.800---8.00015.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)14.9002.3000.00010.00021.00026.5003.2000.00010.00021.00039.3006.5000.00010.00021.00045.7005.9000.00010.00021.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=20.700末点X=26.351上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=220.093(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=8.134(m)下滑力=158.289(kN)138
滑床反力R=152.924(kN)滑面抗滑力=58.702(kN)粘聚力抗滑力=81.336(kN)本块剩余下滑力=18.252(kN)本块下滑力角度=45.988(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=20.600末点X=20.700上块传递推力=18.252(kN)推力角度=45.988(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=7.825(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.122(m)下滑力=22.397(kN)滑床反力R=9.908(kN)滑面抗滑力=3.803(kN)粘聚力抗滑力=1.220(kN)本块剩余下滑力=17.373(kN)本块下滑力角度=34.951(度)_____________________________________________本块始点X=16.200末点X=20.600上块传递推力=17.373(kN)推力角度=34.951(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=392.696(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.368(m)下滑力=242.337(kN)滑床反力R=321.871(kN)滑面抗滑力=123.555(kN)粘聚力抗滑力=53.682(kN)本块剩余下滑力=65.101(kN)本块下滑力角度=34.951(度)_____________________________________________本块始点X=14.100末点X=16.200上块传递推力=65.101(kN)推力角度=34.951(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=200.791(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.562(m)下滑力=180.128(kN)滑床反力R=164.578(kN)滑面抗滑力=63.175(kN)粘聚力抗滑力=25.621(kN)本块剩余下滑力=91.332(kN)本块下滑力角度=34.951(度)_____________________________________________本块始点X=11.400末点X=14.100上块传递推力=91.332(kN)推力角度=34.951(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=278.221(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.294(m)下滑力=250.716(kN)滑床反力R=228.042(kN)滑面抗滑力=87.537(kN)粘聚力抗滑力=32.941(kN)本块剩余下滑力=130.238(kN)本块下滑力角度=34.951(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=9.500末点X=11.400上块传递推力=130.238(kN)推力角度=34.951(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=226.304(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.118(m)下滑力=228.681(kN)滑床反力R=222.821(kN)滑面抗滑力=85.533(kN)粘聚力抗滑力=21.178(kN)本块剩余下滑力=121.970(kN)本块下滑力角度=26.211(度)138
_____________________________________________本块始点X=5.200末点X=9.500上块传递推力=121.970(kN)推力角度=26.211(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=586.942(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.793(m)下滑力=381.213(kN)滑床反力R=526.587(kN)滑面抗滑力=202.138(kN)粘聚力抗滑力=47.928(kN)本块剩余下滑力=131.147(kN)本块下滑力角度=26.211(度)_____________________________________________本块始点X=4.900末点X=5.200上块传递推力=131.147(kN)推力角度=26.211(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=44.783(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.334(m)下滑力=150.927(kN)滑床反力R=40.178(kN)滑面抗滑力=15.423(kN)粘聚力抗滑力=3.344(kN)本块剩余下滑力=132.160(kN)本块下滑力角度=26.211(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=1.400末点X=4.900上块传递推力=132.160(kN)推力角度=26.211(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=508.287(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.866(m)下滑力=348.112(kN)滑床反力R=462.580(kN)滑面抗滑力=177.568(kN)粘聚力抗滑力=38.664(kN)本块剩余下滑力=131.880(kN)本块下滑力角度=25.145(度)_____________________________________________本块始点X=0.000末点X=1.400上块传递推力=131.880(kN)推力角度=25.145(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=184.932(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.547(m)下滑力=210.459(kN)滑床反力R=167.407(kN)滑面抗滑力=64.262(kN)粘聚力抗滑力=15.466(kN)本块剩余下滑力=130.732(kN)本块下滑力角度=25.145(度)_____________________________________________138
------------------------------------------------------------------------计算项目：2-2剖面地震+规划（浅层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000[坡面信息]坡面线段数8坡面线号水平投影(m)竖直投影(m)超载数10.0006.200021.4001.600033.8002.200044.3000.800054.6001.200062.1001.900074.4002.000085.9002.0000[土层信息]坡面节点数9编号X(m)Y(m)00.0000.000-10.0006.200-21.4007.800-35.20010.000-49.50010.800-514.10012.000-616.20013.900-720.60015.900-826.50017.900附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数118.500---10.00021.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)14.9002.3000.00010.00021.00026.5003.2000.00010.00021.00039.3006.5000.00010.00021.00045.7005.9000.00010.00021.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=20.700末点X=26.351上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=205.643(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=10.282(kN)138
有效的滑动面长度=8.134(m)下滑力=158.179(kN)滑床反力R=142.883(kN)滑面抗滑力=54.848(kN)粘聚力抗滑力=81.336(kN)本块剩余下滑力=21.995(kN)本块下滑力角度=45.988(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=20.600末点X=20.700上块传递推力=21.995(kN)推力角度=45.988(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=7.311(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.366(kN)有效的滑动面长度=0.122(m)下滑力=26.142(kN)滑床反力R=10.203(kN)滑面抗滑力=3.917(kN)粘聚力抗滑力=1.220(kN)本块剩余下滑力=21.005(kN)本块下滑力角度=34.951(度)_____________________________________________本块始点X=16.200末点X=20.600上块传递推力=21.005(kN)推力角度=34.951(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=366.913(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=18.346(kN)有效的滑动面长度=5.368(m)下滑力=249.545(kN)滑床反力R=300.738(kN)滑面抗滑力=115.443(kN)粘聚力抗滑力=53.682(kN)本块剩余下滑力=80.420(kN)本块下滑力角度=34.951(度)_____________________________________________本块始点X=14.100末点X=16.200上块传递推力=80.420(kN)推力角度=34.951(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=187.608(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=9.380(kN)有效的滑动面长度=2.562(m)下滑力=197.276(kN)滑床反力R=153.772(kN)滑面抗滑力=59.028(kN)粘聚力抗滑力=25.621(kN)本块剩余下滑力=112.627(kN)本块下滑力角度=34.951(度)_____________________________________________本块始点X=11.400末点X=14.100上块传递推力=112.627(kN)推力角度=34.951(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=259.954(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=12.998(kN)有效的滑动面长度=3.294(m)下滑力=274.545(kN)滑床反力R=213.070(kN)滑面抗滑力=81.790(kN)粘聚力抗滑力=32.941(kN)本块剩余下滑力=159.814(kN)本块下滑力角度=34.951(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=9.500末点X=11.400上块传递推力=159.814(kN)推力角度=34.951(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=211.445(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=10.572(kN)有效的滑动面长度=2.118(m)下滑力=261.923(kN)滑床反力R=213.984(kN)滑面抗滑力=82.141(kN)粘聚力抗滑力=21.178(kN)138
本块剩余下滑力=158.604(kN)本块下滑力角度=26.211(度)_____________________________________________本块始点X=5.200末点X=9.500上块传递推力=158.604(kN)推力角度=26.211(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=548.406(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=27.420(kN)有效的滑动面长度=4.793(m)下滑力=428.246(kN)滑床反力R=492.013(kN)滑面抗滑力=188.866(kN)粘聚力抗滑力=47.928(kN)本块剩余下滑力=191.452(kN)本块下滑力角度=26.211(度)_____________________________________________本块始点X=4.900末点X=5.200上块传递推力=191.452(kN)推力角度=26.211(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=41.843(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=2.092(kN)有效的滑动面长度=0.334(m)下滑力=212.025(kN)滑床反力R=37.540(kN)滑面抗滑力=14.410(kN)粘聚力抗滑力=3.344(kN)本块剩余下滑力=194.271(kN)本块下滑力角度=26.211(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=1.400末点X=4.900上块传递推力=194.271(kN)推力角度=26.211(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=474.914(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=23.746(kN)有效的滑动面长度=3.866(m)下滑力=419.778(kN)滑床反力R=433.526(kN)滑面抗滑力=166.415(kN)粘聚力抗滑力=38.664(kN)本块剩余下滑力=214.699(kN)本块下滑力角度=25.145(度)_____________________________________________本块始点X=0.000末点X=1.400上块传递推力=214.699(kN)推力角度=25.145(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=172.790(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=8.639(kN)有效的滑动面长度=1.547(m)下滑力=296.758(kN)滑床反力R=156.416(kN)滑面抗滑力=60.042(kN)粘聚力抗滑力=15.466(kN)本块剩余下滑力=221.250(kN)本块下滑力角度=25.145(度)_____________________________________________138
------------------------------------------------------------------------计算项目：2-2剖面自然+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数8坡面线号水平投影(m)竖直投影(m)超载数10.0001.500026.8004.1001超载1距离0.000(m)宽7.890(m)荷载(114.70--114.70kPa)90.00(度)314.90010.3001超载1距离0.000(m)宽17.900(m)荷载(114.70--33.30kPa)90.00(度)44.3003.4001超载1距离0.000(m)宽5.480(m)荷载(33.30--0.00kPa)90.00(度)53.5001.400069.8009.600071.6003.300087.0006.1000[土层信息]坡面节点数9编号X(m)Y(m)00.0000.000-10.0001.500-26.8005.600-321.70015.900-426.00019.300-529.50020.700-639.30030.300-740.90033.600-847.90039.700附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数9滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)15.1001.1000.00028.00030.00024.3002.4000.00028.00030.00037.6004.5000.00028.00030.00046.0003.8000.00028.00030.00058.2005.9000.00028.00030.00063.0003.0000.00028.00030.00076.7006.3000.00028.00030.00084.7005.9000.00028.00030.00092.3006.9000.00028.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)138
*********************************************本块始点X=45.600末点X=47.853上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=138.842(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.125(m)下滑力=131.717(kN)滑床反力R=43.906(kN)滑面抗滑力=25.349(kN)粘聚力抗滑力=199.491(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=71.565(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=40.900末点X=45.600上块传递推力=0.000(kN)推力角度=71.565(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=688.244(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.543(m)下滑力=538.317(kN)滑床反力R=428.829(kN)滑面抗滑力=247.585(kN)粘聚力抗滑力=211.210(kN)本块剩余下滑力=79.523(kN)本块下滑力角度=51.459(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=39.300末点X=40.900上块传递推力=79.523(kN)推力角度=51.459(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=234.476(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.196(m)下滑力=239.328(kN)滑床反力R=182.192(kN)滑面抗滑力=105.188(kN)粘聚力抗滑力=61.495(kN)本块剩余下滑力=72.645(kN)本块下滑力角度=43.238(度)_____________________________________________本块始点X=34.200末点X=39.300上块传递推力=72.645(kN)推力角度=43.238(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=616.590(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.001(m)下滑力=495.024(kN)滑床反力R=449.197(kN)滑面抗滑力=259.344(kN)粘聚力抗滑力=196.014(kN)本块剩余下滑力=39.666(kN)本块下滑力角度=43.238(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=31.200末点X=34.200上块传递推力=39.666(kN)推力角度=43.238(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=357.335(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.243(m)下滑力=292.321(kN)滑床反力R=251.454(kN)滑面抗滑力=145.177(kN)粘聚力抗滑力=118.794(kN)本块剩余下滑力=28.350(kN)本块下滑力角度=45.000(度)138
_____________________________________________**********************************************第5块滑体(直线滑动面)*********************************************本块始点X=29.500末点X=31.200上块传递推力=28.350(kN)推力角度=45.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=194.169(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.094(m)下滑力=141.383(kN)滑床反力R=162.175(kN)滑面抗滑力=93.632(kN)粘聚力抗滑力=58.641(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=35.735(度)_____________________________________________本块始点X=26.000末点X=29.500上块传递推力=-10.889(kN)推力角度=35.735(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=430.169(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.312(m)下滑力=240.349(kN)滑床反力R=349.178(kN)滑面抗滑力=201.598(kN)粘聚力抗滑力=120.731(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=35.735(度)_____________________________________________本块始点X=23.000末点X=26.000上块传递推力=-81.980(kN)推力角度=35.735(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=403.594(kN)本块总附加力Px=0.000(kN)Py=-44.399(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.696(m)下滑力=127.805(kN)滑床反力R=291.566(kN)滑面抗滑力=168.336(kN)粘聚力抗滑力=103.484(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=35.735(度)_____________________________________________**********************************************第6块滑体(直线滑动面)*********************************************本块始点X=21.700末点X=23.000上块传递推力=0.000(kN)推力角度=35.735(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=167.906(kN)本块总附加力Px=0.000(kN)Py=-46.843(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.539(m)下滑力=64.775(kN)滑床反力R=102.277(kN)滑面抗滑力=59.049(kN)粘聚力抗滑力=43.086(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=32.347(度)_____________________________________________本块始点X=17.000末点X=21.700上块传递推力=-37.360(kN)推力角度=32.347(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=578.242(kN)本块总附加力Px=0.000(kN)Py=-251.938(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.563(m)下滑力=137.229(kN)滑床反力R=275.668(kN)滑面抗滑力=159.157(kN)粘聚力抗滑力=155.773(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=32.347(度)_____________________________________________**********************************************第7块滑体(直线滑动面)138
*********************************************本块始点X=9.400末点X=17.000上块传递推力=0.000(kN)推力角度=32.347(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=834.829(kN)本块总附加力Px=0.000(kN)Py=-732.839(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=8.832(m)下滑力=51.963(kN)滑床反力R=87.760(kN)滑面抗滑力=50.668(kN)粘聚力抗滑力=247.305(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=30.630(度)_____________________________________________**********************************************第8块滑体(直线滑动面)*********************************************本块始点X=6.800末点X=9.400上块传递推力=0.000(kN)推力角度=30.630(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=248.854(kN)本块总附加力Px=0.000(kN)Py=-339.823(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.978(m)下滑力=-44.335(kN)滑床反力R=-79.434(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=83.372(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=29.168(度)_____________________________________________本块始点X=5.100末点X=6.800上块传递推力=-127.707(kN)推力角度=29.168(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=153.487(kN)本块总附加力Px=0.000(kN)Py=-151.955(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.947(m)下滑力=-126.961(kN)滑床反力R=1.337(kN)滑面抗滑力=0.772(kN)粘聚力抗滑力=54.512(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=29.168(度)_____________________________________________**********************************************第9块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=5.100上块传递推力=0.000(kN)推力角度=29.168(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=326.037(kN)本块总附加力Px=0.000(kN)Py=-683.073(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.217(m)下滑力=0.000(kN)滑床反力R=0.000(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=0.000(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=12.171(度)_____________________________________________138
------------------------------------------------------------------------计算项目：2-2剖面降雨+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数8坡面线号水平投影(m)竖直投影(m)超载数10.0001.500026.8004.1001超载1距离0.000(m)宽7.890(m)荷载(114.70--114.70kPa)90.00(度)314.90010.3001超载1距离0.000(m)宽17.900(m)荷载(114.70--33.30kPa)90.00(度)44.3003.4001超载1距离0.000(m)宽5.480(m)荷载(33.30--0.00kPa)90.00(度)53.5001.400069.8009.600071.6003.300087.0006.1000[土层信息]坡面节点数9编号X(m)Y(m)00.0000.000-10.0001.500-26.8005.600-321.70015.900-426.00019.300-529.50020.700-639.30030.300-740.90033.600-847.90039.700附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数123.700---18.00021.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数9滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)15.1001.1000.00018.00021.00024.3002.4000.00018.00021.00037.6004.5000.00018.00021.00046.0003.8000.00018.00021.00058.2005.9000.00018.00021.00063.0003.0000.00018.00021.00076.7006.3000.00018.00021.00084.7005.9000.00018.00021.00092.3006.9000.00018.00021.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)138
*********************************************本块始点X=45.600末点X=47.853上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=144.244(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.125(m)下滑力=136.842(kN)滑床反力R=45.614(kN)滑面抗滑力=17.510(kN)粘聚力抗滑力=128.244(kN)本块剩余下滑力=-8.911(kN)本块下滑力角度=71.565(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=40.900末点X=45.600上块传递推力=0.000(kN)推力角度=71.565(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=715.024(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.543(m)下滑力=559.264(kN)滑床反力R=445.515(kN)滑面抗滑力=171.017(kN)粘聚力抗滑力=135.778(kN)本块剩余下滑力=252.469(kN)本块下滑力角度=51.459(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=39.300末点X=40.900上块传递推力=252.469(kN)推力角度=51.459(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=243.599(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.196(m)下滑力=416.746(kN)滑床反力R=213.569(kN)滑面抗滑力=81.981(kN)粘聚力抗滑力=39.532(kN)本块剩余下滑力=295.232(kN)本块下滑力角度=43.238(度)_____________________________________________本块始点X=34.200末点X=39.300上块传递推力=295.232(kN)推力角度=43.238(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=640.581(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.001(m)下滑力=734.047(kN)滑床反力R=466.676(kN)滑面抗滑力=179.140(kN)粘聚力抗滑力=126.009(kN)本块剩余下滑力=428.898(kN)本块下滑力角度=43.238(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=31.200末点X=34.200上块传递推力=428.898(kN)推力角度=43.238(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=371.239(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.243(m)下滑力=691.200(kN)滑床反力R=249.315(kN)滑面抗滑力=95.703(kN)粘聚力抗滑力=76.368(kN)本块剩余下滑力=519.130(kN)本块下滑力角度=45.000(度)138
_____________________________________________**********************************************第5块滑体(直线滑动面)*********************************************本块始点X=29.500末点X=31.200上块传递推力=519.130(kN)推力角度=45.000(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=201.724(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.094(m)下滑力=630.174(kN)滑床反力R=247.320(kN)滑面抗滑力=94.937(kN)粘聚力抗滑力=37.698(kN)本块剩余下滑力=497.539(kN)本块下滑力角度=35.735(度)_____________________________________________本块始点X=26.000末点X=29.500上块传递推力=497.539(kN)推力角度=35.735(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=446.907(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.312(m)下滑力=758.552(kN)滑床反力R=362.765(kN)滑面抗滑力=139.252(kN)粘聚力抗滑力=77.613(kN)本块剩余下滑力=541.687(kN)本块下滑力角度=35.735(度)_____________________________________________本块始点X=23.000末点X=26.000上块传递推力=541.687(kN)推力角度=35.735(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=419.298(kN)本块总附加力Px=0.000(kN)Py=-44.399(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.696(m)下滑力=760.645(kN)滑床反力R=304.314(kN)滑面抗滑力=116.815(kN)粘聚力抗滑力=66.525(kN)本块剩余下滑力=577.304(kN)本块下滑力角度=35.735(度)_____________________________________________**********************************************第6块滑体(直线滑动面)*********************************************本块始点X=21.700末点X=23.000上块传递推力=577.304(kN)推力角度=35.735(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=174.439(kN)本块总附加力Px=0.000(kN)Py=-46.843(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.539(m)下滑力=644.566(kN)滑床反力R=141.913(kN)滑面抗滑力=54.475(kN)粘聚力抗滑力=27.698(kN)本块剩余下滑力=562.392(kN)本块下滑力角度=32.347(度)_____________________________________________本块始点X=17.000末点X=21.700上块传递推力=562.392(kN)推力角度=32.347(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=600.742(kN)本块总附加力Px=0.000(kN)Py=-251.938(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.563(m)下滑力=749.021(kN)滑床反力R=294.676(kN)滑面抗滑力=113.115(kN)粘聚力抗滑力=100.140(kN)本块剩余下滑力=535.765(kN)本块下滑力角度=32.347(度)_____________________________________________**********************************************第7块滑体(直线滑动面)138
*********************************************本块始点X=9.400末点X=17.000上块传递推力=535.765(kN)推力角度=32.347(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=867.313(kN)本块总附加力Px=0.000(kN)Py=-732.839(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=8.832(m)下滑力=604.038(kN)滑床反力R=131.768(kN)滑面抗滑力=50.581(kN)粘聚力抗滑力=158.982(kN)本块剩余下滑力=394.475(kN)本块下滑力角度=30.630(度)_____________________________________________**********************************************第8块滑体(直线滑动面)*********************************************本块始点X=6.800末点X=9.400上块传递推力=394.475(kN)推力角度=30.630(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=258.537(kN)本块总附加力Px=0.000(kN)Py=-339.823(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.978(m)下滑力=354.730(kN)滑床反力R=-60.911(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=53.596(kN)本块剩余下滑力=301.134(kN)本块下滑力角度=29.168(度)_____________________________________________本块始点X=5.100末点X=6.800上块传递推力=301.134(kN)推力角度=29.168(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=159.459(kN)本块总附加力Px=0.000(kN)Py=-151.955(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.947(m)下滑力=304.791(kN)滑床反力R=6.552(kN)滑面抗滑力=2.515(kN)粘聚力抗滑力=35.044(kN)本块剩余下滑力=267.232(kN)本块下滑力角度=29.168(度)_____________________________________________**********************************************第9块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=5.100上块传递推力=267.232(kN)推力角度=29.168(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=338.723(kN)本块总附加力Px=0.000(kN)Py=-683.073(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.217(m)下滑力=182.959(kN)滑床反力R=-258.496(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=93.911(kN)本块剩余下滑力=89.048(kN)本块下滑力角度=12.171(度)_____________________________________________138
------------------------------------------------------------------------计算项目：2-2剖面地震+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000[坡面信息]坡面线段数8坡面线号水平投影(m)竖直投影(m)超载数10.0001.500026.8004.1001超载1距离0.000(m)宽7.890(m)荷载(114.70--114.70kPa)90.00(度)314.90010.3001超载1距离0.000(m)宽17.900(m)荷载(114.70--33.30kPa)90.00(度)44.3003.4001超载1距离0.000(m)宽5.480(m)荷载(33.30--0.00kPa)90.00(度)53.5001.400069.8009.600071.6003.300087.0006.1000[土层信息]坡面节点数9编号X(m)Y(m)00.0000.000-10.0001.500-26.8005.600-321.70015.900-426.00019.300-529.50020.700-639.30030.300-740.90033.600-847.90039.700附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数9滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)15.1001.1000.00020.00021.00024.3002.4000.00020.00021.00037.6004.5000.00020.00021.00046.0003.8000.00020.00021.00058.2005.9000.00020.00021.00063.0003.0000.00020.00021.00076.7006.3000.00020.00021.00084.7005.9000.00020.00021.00092.3006.9000.00020.00021.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------138
**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=45.600末点X=47.853上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=138.842(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=6.942(kN)有效的滑动面长度=7.125(m)下滑力=138.659(kN)滑床反力R=43.906(kN)滑面抗滑力=16.854(kN)粘聚力抗滑力=142.493(kN)本块剩余下滑力=-20.688(kN)本块下滑力角度=71.565(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=40.900末点X=45.600上块传递推力=0.000(kN)推力角度=71.565(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=688.244(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=34.412(kN)有效的滑动面长度=7.543(m)下滑力=572.730(kN)滑床反力R=428.829(kN)滑面抗滑力=164.612(kN)粘聚力抗滑力=150.864(kN)本块剩余下滑力=257.253(kN)本块下滑力角度=51.459(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=39.300末点X=40.900上块传递推力=257.253(kN)推力角度=51.459(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=234.476(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=11.724(kN)有效的滑动面长度=2.196(m)下滑力=426.955(kN)滑床反力R=207.606(kN)滑面抗滑力=79.693(kN)粘聚力抗滑力=43.925(kN)本块剩余下滑力=303.338(kN)本块下滑力角度=43.238(度)_____________________________________________本块始点X=34.200末点X=39.300上块传递推力=303.338(kN)推力角度=43.238(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=616.590(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=30.829(kN)有效的滑动面长度=7.001(m)下滑力=756.547(kN)滑床反力R=449.197(kN)滑面抗滑力=172.431(kN)粘聚力抗滑力=140.010(kN)本块剩余下滑力=444.106(kN)本块下滑力角度=43.238(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=31.200末点X=34.200上块传递推力=444.106(kN)推力角度=43.238(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=357.335(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=17.867(kN)有效的滑动面长度=4.243(m)下滑力=714.437(kN)滑床反力R=239.015(kN)滑面抗滑力=91.749(kN)粘聚力抗滑力=84.853(kN)138
本块剩余下滑力=537.835(kN)本块下滑力角度=45.000(度)_____________________________________________**********************************************第5块滑体(直线滑动面)*********************************************本块始点X=29.500末点X=31.200上块传递推力=537.835(kN)推力角度=45.000(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=194.169(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=9.708(kN)有效的滑动面长度=2.094(m)下滑力=653.931(kN)滑床反力R=244.199(kN)滑面抗滑力=93.739(kN)粘聚力抗滑力=41.886(kN)本块剩余下滑力=518.305(kN)本块下滑力角度=35.735(度)_____________________________________________本块始点X=26.000末点X=29.500上块传递推力=518.305(kN)推力角度=35.735(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=430.169(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=21.508(kN)有效的滑动面长度=4.312(m)下滑力=791.052(kN)滑床反力R=349.178(kN)滑面抗滑力=134.037(kN)粘聚力抗滑力=86.236(kN)本块剩余下滑力=570.778(kN)本块下滑力角度=35.735(度)_____________________________________________本块始点X=23.000末点X=26.000上块传递推力=570.778(kN)推力角度=35.735(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=403.594(kN)本块总附加力Px=0.000(kN)Py=-44.399(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=20.180(kN)有效的滑动面长度=3.696(m)下滑力=800.743(kN)滑床反力R=291.566(kN)滑面抗滑力=111.922(kN)粘聚力抗滑力=73.917(kN)本块剩余下滑力=614.905(kN)本块下滑力角度=35.735(度)_____________________________________________**********************************************第6块滑体(直线滑动面)*********************************************本块始点X=21.700末点X=23.000上块传递推力=614.905(kN)推力角度=35.735(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=167.906(kN)本块总附加力Px=0.000(kN)Py=-46.843(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=8.395(kN)有效的滑动面长度=1.539(m)下滑力=687.000(kN)滑床反力R=138.616(kN)滑面抗滑力=53.210(kN)粘聚力抗滑力=30.776(kN)本块剩余下滑力=603.015(kN)本块下滑力角度=32.347(度)_____________________________________________本块始点X=17.000末点X=21.700上块传递推力=603.015(kN)推力角度=32.347(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=578.242(kN)本块总附加力Px=0.000(kN)Py=-251.938(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=28.912(kN)有效的滑动面长度=5.563(m)下滑力=806.517(kN)滑床反力R=275.668(kN)滑面抗滑力=105.819(kN)粘聚力抗滑力=111.266(kN)本块剩余下滑力=589.431(kN)本块下滑力角度=32.347(度)_____________________________________________138
**********************************************第7块滑体(直线滑动面)*********************************************本块始点X=9.400末点X=17.000上块传递推力=589.431(kN)推力角度=32.347(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=834.829(kN)本块总附加力Px=0.000(kN)Py=-732.839(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=41.741(kN)有效的滑动面长度=8.832(m)下滑力=682.871(kN)滑床反力R=105.425(kN)滑面抗滑力=40.469(kN)粘聚力抗滑力=176.647(kN)本块剩余下滑力=465.755(kN)本块下滑力角度=30.630(度)_____________________________________________**********************************************第8块滑体(直线滑动面)*********************************************本块始点X=6.800末点X=9.400上块传递推力=465.755(kN)推力角度=30.630(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=248.854(kN)本块总附加力Px=0.000(kN)Py=-339.823(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=12.443(kN)有效的滑动面长度=2.978(m)下滑力=433.711(kN)滑床反力R=-67.547(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=59.551(kN)本块剩余下滑力=374.160(kN)本块下滑力角度=29.168(度)_____________________________________________本块始点X=5.100末点X=6.800上块传递推力=374.160(kN)推力角度=29.168(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=153.487(kN)本块总附加力Px=0.000(kN)Py=-151.955(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=7.674(kN)有效的滑动面长度=1.947(m)下滑力=382.581(kN)滑床反力R=1.337(kN)滑面抗滑力=0.513(kN)粘聚力抗滑力=38.937(kN)本块剩余下滑力=343.130(kN)本块下滑力角度=29.168(度)_____________________________________________**********************************************第9块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=5.100上块传递推力=343.130(kN)推力角度=29.168(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=21.000(度)本块总重(包括水)=326.037(kN)本块总附加力Px=0.000(kN)Py=-683.073(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=16.302(kN)有效的滑动面长度=5.217(m)下滑力=269.169(kN)滑床反力R=-248.711(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=104.346(kN)本块剩余下滑力=164.823(kN)本块下滑力角度=12.171(度)_____________________________________________138
------------------------------------------------------------------------计算项目：6-6剖面自然+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0006.300024.8002.7000310.20010.000043.9002.600053.5000.400064.0004.3000[土层信息]坡面节点数7编号X(m)Y(m)00.0000.000-10.0006.300-24.8009.000-315.00019.000-418.90021.600-522.40022.000-626.40026.300附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)18.4005.0000.00028.00030.00027.9005.7000.00028.00030.00037.0007.9000.00028.00030.00043.3007.7000.00028.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=26.400末点X=26.600上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1.199(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.508(m)下滑力=1.102(kN)滑床反力R=0.472(kN)滑面抗滑力=0.273(kN)粘聚力抗滑力=14.216(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=66.801(度)_____________________________________________138
本块始点X=23.300末点X=26.400上块传递推力=-13.386(kN)推力角度=66.801(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=192.569(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.870(m)下滑力=163.612(kN)滑床反力R=75.857(kN)滑面抗滑力=43.796(kN)粘聚力抗滑力=220.350(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=66.801(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=22.400末点X=23.300上块传递推力=0.000(kN)推力角度=66.801(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=101.578(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.357(m)下滑力=76.026(kN)滑床反力R=67.365(kN)滑面抗滑力=38.893(kN)粘聚力抗滑力=37.998(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=48.457(度)_____________________________________________本块始点X=18.900末点X=22.400上块传递推力=-0.865(kN)推力角度=48.457(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=556.855(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.278(m)下滑力=415.915(kN)滑床反力R=369.299(kN)滑面抗滑力=213.215(kN)粘聚力抗滑力=147.771(kN)本块剩余下滑力=54.929(kN)本块下滑力角度=48.457(度)_____________________________________________本块始点X=16.300末点X=18.900上块传递推力=54.929(kN)推力角度=48.457(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=572.393(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.920(m)下滑力=483.339(kN)滑床反力R=379.604(kN)滑面抗滑力=219.164(kN)粘聚力抗滑力=109.773(kN)本块剩余下滑力=154.401(kN)本块下滑力角度=48.457(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=15.000末点X=16.300上块传递推力=154.401(kN)推力角度=48.457(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=307.449(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.603(m)下滑力=330.550(kN)滑床反力R=283.127(kN)滑面抗滑力=163.464(kN)粘聚力抗滑力=44.886(kN)本块剩余下滑力=122.200(kN)本块下滑力角度=35.811(度)_____________________________________________本块始点X=8.400末点X=15.000上块传递推力=122.200(kN)推力角度=35.811(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)138
本块总重(包括水)=1422.042(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=8.139(m)下滑力=954.260(kN)滑床反力R=1153.205(kN)滑面抗滑力=665.803(kN)粘聚力抗滑力=227.881(kN)本块剩余下滑力=60.576(kN)本块下滑力角度=35.811(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=4.800末点X=8.400上块传递推力=60.576(kN)推力角度=35.811(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=632.479(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.189(m)下滑力=383.843(kN)滑床反力R=548.815(kN)滑面抗滑力=316.859(kN)粘聚力抗滑力=117.306(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=30.763(度)_____________________________________________本块始点X=0.000末点X=4.800上块传递推力=-50.321(kN)推力角度=30.763(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=767.475(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.586(m)下滑力=342.230(kN)滑床反力R=659.486(kN)滑面抗滑力=380.755(kN)粘聚力抗滑力=156.408(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=30.763(度)_____________________________________________138
------------------------------------------------------------------------计算项目：6-6剖面降雨+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0006.300024.8002.7000310.20010.000043.9002.600053.5000.400064.0004.3000[土层信息]坡面节点数7编号X(m)Y(m)00.0000.000-10.0006.300-24.8009.000-315.00019.000-418.90021.600-522.40022.000-626.40026.300附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数123.700---25.00026.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)18.4005.0000.00025.00026.00027.9005.7000.00025.00026.00037.0007.9000.00025.00026.00043.3007.7000.00025.00026.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=26.400末点X=26.600上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1.246(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.508(m)下滑力=1.145(kN)滑床反力R=0.491(kN)滑面抗滑力=0.239(kN)粘聚力抗滑力=12.693(kN)本块剩余下滑力=-11.787(kN)本块下滑力角度=66.801(度)_____________________________________________138
本块始点X=23.300末点X=26.400上块传递推力=-11.787(kN)推力角度=66.801(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=200.062(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.870(m)下滑力=172.099(kN)滑床反力R=78.808(kN)滑面抗滑力=38.437(kN)粘聚力抗滑力=196.741(kN)本块剩余下滑力=-63.079(kN)本块下滑力角度=66.801(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=22.400末点X=23.300上块传递推力=0.000(kN)推力角度=66.801(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=105.530(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.357(m)下滑力=78.985(kN)滑床反力R=69.986(kN)滑面抗滑力=34.135(kN)粘聚力抗滑力=33.927(kN)本块剩余下滑力=10.923(kN)本块下滑力角度=48.457(度)_____________________________________________本块始点X=18.900末点X=22.400上块传递推力=10.923(kN)推力角度=48.457(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=578.522(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.278(m)下滑力=443.920(kN)滑床反力R=383.668(kN)滑面抗滑力=187.128(kN)粘聚力抗滑力=131.939(kN)本块剩余下滑力=124.854(kN)本块下滑力角度=48.457(度)_____________________________________________本块始点X=16.300末点X=18.900上块传递推力=124.854(kN)推力角度=48.457(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=594.665(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.920(m)下滑力=569.933(kN)滑床反力R=394.374(kN)滑面抗滑力=192.349(kN)粘聚力抗滑力=98.012(kN)本块剩余下滑力=279.573(kN)本块下滑力角度=48.457(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=15.000末点X=16.300上块传递推力=279.573(kN)推力角度=48.457(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=319.412(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.603(m)下滑力=459.684(kN)滑床反力R=320.231(kN)滑面抗滑力=156.187(kN)粘聚力抗滑力=40.076(kN)本块剩余下滑力=263.421(kN)本块下滑力角度=35.811(度)_____________________________________________本块始点X=8.400末点X=15.000上块传递推力=263.421(kN)推力角度=35.811(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)138
本块总重(包括水)=1477.375(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=8.139(m)下滑力=1127.856(kN)滑床反力R=1198.077(kN)滑面抗滑力=584.341(kN)粘聚力抗滑力=203.465(kN)本块剩余下滑力=340.050(kN)本块下滑力角度=35.811(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=4.800末点X=8.400上块传递推力=340.050(kN)推力角度=35.811(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=657.089(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.189(m)下滑力=674.821(kN)滑床反力R=594.556(kN)滑面抗滑力=289.984(kN)粘聚力抗滑力=104.737(kN)本块剩余下滑力=280.100(kN)本块下滑力角度=30.763(度)_____________________________________________本块始点X=0.000末点X=4.800上块传递推力=280.100(kN)推力角度=30.763(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=797.338(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.586(m)下滑力=687.925(kN)滑床反力R=685.147(kN)滑面抗滑力=334.169(kN)粘聚力抗滑力=139.650(kN)本块剩余下滑力=214.107(kN)本块下滑力角度=30.763(度)_____________________________________________138
------------------------------------------------------------------------计算项目：6-6剖面地震+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0006.300024.8002.7000310.20010.000043.9002.600053.5000.400064.0004.3000[土层信息]坡面节点数7编号X(m)Y(m)00.0000.000-10.0006.300-24.8009.000-315.00019.000-418.90021.600-522.40022.000-626.40026.300附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)18.4005.0000.00028.00030.00027.9005.7000.00028.00030.00037.0007.9000.00028.00030.00043.3007.7000.00028.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=26.400末点X=26.600上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1.199(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.060(kN)有效的滑动面长度=0.508(m)下滑力=1.162(kN)滑床反力R=0.472(kN)滑面抗滑力=0.273(kN)粘聚力抗滑力=14.216(kN)本块剩余下滑力=-13.327(kN)本块下滑力角度=66.801(度)_____________________________________________138
本块始点X=23.300末点X=26.400上块传递推力=-13.327(kN)推力角度=66.801(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=192.569(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=9.628(kN)有效的滑动面长度=7.870(m)下滑力=173.301(kN)滑床反力R=75.857(kN)滑面抗滑力=43.796(kN)粘聚力抗滑力=220.350(kN)本块剩余下滑力=-90.845(kN)本块下滑力角度=66.801(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=22.400末点X=23.300上块传递推力=0.000(kN)推力角度=66.801(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=101.578(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=5.079(kN)有效的滑动面长度=1.357(m)下滑力=81.105(kN)滑床反力R=67.365(kN)滑面抗滑力=38.893(kN)粘聚力抗滑力=37.998(kN)本块剩余下滑力=4.214(kN)本块下滑力角度=48.457(度)_____________________________________________本块始点X=18.900末点X=22.400上块传递推力=4.214(kN)推力角度=48.457(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=556.855(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=27.843(kN)有效的滑动面长度=5.278(m)下滑力=448.837(kN)滑床反力R=369.299(kN)滑面抗滑力=213.215(kN)粘聚力抗滑力=147.771(kN)本块剩余下滑力=87.850(kN)本块下滑力角度=48.457(度)_____________________________________________本块始点X=16.300末点X=18.900上块传递推力=87.850(kN)推力角度=48.457(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=572.393(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=28.620(kN)有效的滑动面长度=3.920(m)下滑力=544.880(kN)滑床反力R=379.604(kN)滑面抗滑力=219.164(kN)粘聚力抗滑力=109.773(kN)本块剩余下滑力=215.943(kN)本块下滑力角度=48.457(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=15.000末点X=16.300上块传递推力=215.943(kN)推力角度=48.457(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=307.449(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=15.372(kN)有效的滑动面长度=1.603(m)下滑力=405.971(kN)滑床反力R=296.600(kN)滑面抗滑力=171.242(kN)粘聚力抗滑力=44.886(kN)本块剩余下滑力=189.843(kN)本块下滑力角度=35.811(度)_____________________________________________本块始点X=8.400末点X=15.000上块传递推力=189.843(kN)推力角度=35.811(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)138
本块总重(包括水)=1422.042(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=71.102(kN)有效的滑动面长度=8.139(m)下滑力=1093.004(kN)滑床反力R=1153.205(kN)滑面抗滑力=665.803(kN)粘聚力抗滑力=227.881(kN)本块剩余下滑力=199.320(kN)本块下滑力角度=35.811(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=4.800末点X=8.400上块传递推力=199.320(kN)推力角度=35.811(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=632.479(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=31.624(kN)有效的滑动面长度=4.189(m)下滑力=553.674(kN)滑床反力R=561.025(kN)滑面抗滑力=323.908(kN)粘聚力抗滑力=117.306(kN)本块剩余下滑力=112.460(kN)本块下滑力角度=30.763(度)_____________________________________________本块始点X=0.000末点X=4.800上块传递推力=112.460(kN)推力角度=30.763(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=767.475(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=38.374(kN)有效的滑动面长度=5.586(m)下滑力=543.385(kN)滑床反力R=659.486(kN)滑面抗滑力=380.755(kN)粘聚力抗滑力=156.408(kN)本块剩余下滑力=6.223(kN)本块下滑力角度=30.763(度)_____________________________________________138
------------------------------------------------------------------------计算项目：9-9剖面自然+规划（浅层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数8坡面线号水平投影(m)竖直投影(m)超载数10.0007.200021.4000.200030.7003.600048.1004.900055.3005.900066.3003.600072.1003.600085.5004.5000[土层信息]坡面节点数9编号X(m)Y(m)00.0000.000-10.0007.200-21.4007.400-32.10011.000-410.20015.900-515.50021.800-621.80025.400-723.90029.000-829.40033.500附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数118.500---13.00022.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)15.4003.3000.00013.00022.00026.6006.2000.00013.00022.00039.40010.9000.00013.00022.00047.90013.1000.00013.00022.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=23.900末点X=29.203上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=218.486(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)138
本块地震力=0.000(kN)有效的滑动面长度=10.268(m)下滑力=187.097(kN)滑床反力R=112.830(kN)滑面抗滑力=45.586(kN)粘聚力抗滑力=133.485(kN)本块剩余下滑力=8.027(kN)本块下滑力角度=58.908(度)_____________________________________________本块始点X=21.800末点X=23.900上块传递推力=8.027(kN)推力角度=58.908(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=170.768(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.066(m)下滑力=154.261(kN)滑床反力R=88.187(kN)滑面抗滑力=35.630(kN)粘聚力抗滑力=52.864(kN)本块剩余下滑力=65.767(kN)本块下滑力角度=58.908(度)_____________________________________________本块始点X=21.400末点X=21.800上块传递推力=65.767(kN)推力角度=58.908(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=33.700(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.775(m)下滑力=94.626(kN)滑床反力R=17.403(kN)滑面抗滑力=7.031(kN)粘聚力抗滑力=10.069(kN)本块剩余下滑力=77.525(kN)本块下滑力角度=58.908(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=15.500末点X=21.400上块传递推力=77.525(kN)推力角度=58.908(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=710.180(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=9.034(m)下滑力=614.234(kN)滑床反力R=476.840(kN)滑面抗滑力=192.656(kN)粘聚力抗滑力=117.444(kN)本块剩余下滑力=304.134(kN)本块下滑力角度=49.226(度)_____________________________________________本块始点X=12.000末点X=15.500上块传递推力=304.134(kN)推力角度=49.226(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=538.890(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.359(m)下滑力=712.231(kN)滑床反力R=351.937(kN)滑面抗滑力=142.192(kN)粘聚力抗滑力=69.670(kN)本块剩余下滑力=500.369(kN)本块下滑力角度=49.226(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=10.200末点X=12.000上块传递推力=500.369(kN)推力角度=49.226(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=274.636(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.470(m)下滑力=685.650(kN)138
滑床反力R=252.609(kN)滑面抗滑力=102.061(kN)粘聚力抗滑力=32.105(kN)本块剩余下滑力=551.484(kN)本块下滑力角度=43.210(度)_____________________________________________本块始点X=5.400末点X=10.200上块传递推力=551.484(kN)推力角度=43.210(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=789.752(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=6.586(m)下滑力=1092.208(kN)滑床反力R=575.609(kN)滑面抗滑力=232.561(kN)粘聚力抗滑力=85.615(kN)本块剩余下滑力=774.032(kN)本块下滑力角度=43.210(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=2.100末点X=5.400上块传递推力=774.032(kN)推力角度=43.210(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=592.581(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.867(m)下滑力=1066.730(kN)滑床反力R=663.667(kN)滑面抗滑力=268.139(kN)粘聚力抗滑力=50.276(kN)本块剩余下滑力=748.314(kN)本块下滑力角度=31.430(度)_____________________________________________本块始点X=1.400末点X=2.100上块传递推力=748.314(kN)推力角度=31.430(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=105.291(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.820(m)下滑力=803.218(kN)滑床反力R=89.843(kN)滑面抗滑力=36.299(kN)粘聚力抗滑力=10.665(kN)本块剩余下滑力=756.255(kN)本块下滑力角度=31.430(度)_____________________________________________本块始点X=0.000末点X=1.400上块传递推力=756.255(kN)推力角度=31.430(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=177.991(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.641(m)下滑力=849.068(kN)滑床反力R=151.876(kN)滑面抗滑力=61.362(kN)粘聚力抗滑力=21.329(kN)本块剩余下滑力=766.377(kN)本块下滑力角度=31.430(度)_____________________________________________138
------------------------------------------------------------------------计算项目：9-9剖面降雨+规划（浅层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数8坡面线号水平投影(m)竖直投影(m)超载数10.0007.200021.4000.200030.7003.600048.1004.900055.3005.900066.3003.600072.1003.600085.5004.5000[土层信息]坡面节点数9编号X(m)Y(m)00.0000.000-10.0007.200-21.4007.400-32.10011.000-410.20015.900-515.50021.800-621.80025.400-723.90029.000-829.40033.500附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数119.800---10.00018.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)15.4003.3000.00010.00018.00026.6006.2000.00010.00018.00039.40010.9000.00010.00018.00047.90013.1000.00010.00018.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=23.900末点X=29.203上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=18.000(度)本块总重(包括水)=233.838(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)138
本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=10.268(m)下滑力=200.245(kN)滑床反力R=120.758(kN)滑面抗滑力=39.237(kN)粘聚力抗滑力=102.681(kN)本块剩余下滑力=58.327(kN)本块下滑力角度=58.908(度)_____________________________________________本块始点X=21.800末点X=23.900上块传递推力=58.327(kN)推力角度=58.908(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=18.000(度)本块总重(包括水)=182.768(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.066(m)下滑力=214.838(kN)滑床反力R=94.384(kN)滑面抗滑力=30.667(kN)粘聚力抗滑力=40.665(kN)本块剩余下滑力=143.506(kN)本块下滑力角度=58.908(度)_____________________________________________本块始点X=21.400末点X=21.800上块传递推力=143.506(kN)推力角度=58.908(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=18.000(度)本块总重(包括水)=36.068(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.775(m)下滑力=174.393(kN)滑床反力R=18.626(kN)滑面抗滑力=6.052(kN)粘聚力抗滑力=7.746(kN)本块剩余下滑力=160.595(kN)本块下滑力角度=58.908(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=15.500末点X=21.400上块传递推力=160.595(kN)推力角度=58.908(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=18.000(度)本块总重(包括水)=760.084(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=9.034(m)下滑力=733.913(kN)滑床反力R=523.402(kN)滑面抗滑力=170.064(kN)粘聚力抗滑力=90.342(kN)本块剩余下滑力=473.508(kN)本块下滑力角度=49.226(度)_____________________________________________本块始点X=12.000末点X=15.500上块传递推力=473.508(kN)推力角度=49.226(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=18.000(度)本块总重(包括水)=576.758(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.359(m)下滑力=910.282(kN)滑床反力R=376.668(kN)滑面抗滑力=122.387(kN)粘聚力抗滑力=53.592(kN)本块剩余下滑力=734.303(kN)本块下滑力角度=49.226(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=10.200末点X=12.000上块传递推力=734.303(kN)推力角度=49.226(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=18.000(度)本块总重(包括水)=293.935(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)138
有效的滑动面长度=2.470(m)下滑力=931.509(kN)滑床反力R=291.192(kN)滑面抗滑力=94.614(kN)粘聚力抗滑力=24.696(kN)本块剩余下滑力=812.198(kN)本块下滑力角度=43.210(度)_____________________________________________本块始点X=5.400末点X=10.200上块传递推力=812.198(kN)推力角度=43.210(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=18.000(度)本块总重(包括水)=845.248(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=6.586(m)下滑力=1390.919(kN)滑床反力R=616.057(kN)滑面抗滑力=200.169(kN)粘聚力抗滑力=65.857(kN)本块剩余下滑力=1124.892(kN)本块下滑力角度=43.210(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=2.100末点X=5.400上块传递推力=1124.892(kN)推力角度=43.210(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=18.000(度)本块总重(包括水)=634.221(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.867(m)下滑力=1431.913(kN)滑床反力R=770.831(kN)滑面抗滑力=250.458(kN)粘聚力抗滑力=38.674(kN)本块剩余下滑力=1142.781(kN)本块下滑力角度=31.430(度)_____________________________________________本块始点X=1.400末点X=2.100上块传递推力=1142.781(kN)推力角度=31.430(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=18.000(度)本块总重(包括水)=112.689(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.820(m)下滑力=1201.543(kN)滑床反力R=96.156(kN)滑面抗滑力=31.243(kN)粘聚力抗滑力=8.204(kN)本块剩余下滑力=1162.096(kN)本块下滑力角度=31.430(度)_____________________________________________本块始点X=0.000末点X=1.400上块传递推力=1162.096(kN)推力角度=31.430(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=18.000(度)本块总重(包括水)=190.498(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.641(m)下滑力=1261.431(kN)滑床反力R=162.548(kN)滑面抗滑力=52.815(kN)粘聚力抗滑力=16.407(kN)本块剩余下滑力=1192.209(kN)本块下滑力角度=31.430(度)_____________________________________________138
------------------------------------------------------------------------计算项目：9-9剖面地震+规划（浅层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000[坡面信息]坡面线段数8坡面线号水平投影(m)竖直投影(m)超载数10.0007.200021.4000.200030.7003.600048.1004.900055.3005.900066.3003.600072.1003.600085.5004.5000[土层信息]坡面节点数9编号X(m)Y(m)00.0000.000-10.0007.200-21.4007.400-32.10011.000-410.20015.900-515.50021.800-621.80025.400-723.90029.000-829.40033.500附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数118.500---13.00022.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)15.4003.3000.00013.00022.00026.6006.2000.00013.00022.00039.40010.9000.00013.00022.00047.90013.1000.00013.00022.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=23.900末点X=29.203上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)138
本块总重(包括水)=233.838(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=11.692(kN)有效的滑动面长度=10.268(m)下滑力=211.936(kN)滑床反力R=120.758(kN)滑面抗滑力=48.789(kN)粘聚力抗滑力=133.485(kN)本块剩余下滑力=29.662(kN)本块下滑力角度=58.908(度)_____________________________________________本块始点X=21.800末点X=23.900上块传递推力=29.662(kN)推力角度=58.908(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=182.768(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=9.138(kN)有效的滑动面长度=4.066(m)下滑力=195.311(kN)滑床反力R=94.384(kN)滑面抗滑力=38.134(kN)粘聚力抗滑力=52.864(kN)本块剩余下滑力=104.313(kN)本块下滑力角度=58.908(度)_____________________________________________本块始点X=21.400末点X=21.800上块传递推力=104.313(kN)推力角度=58.908(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=36.068(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=1.803(kN)有效的滑动面长度=0.775(m)下滑力=137.004(kN)滑床反力R=18.626(kN)滑面抗滑力=7.526(kN)粘聚力抗滑力=10.069(kN)本块剩余下滑力=119.409(kN)本块下滑力角度=58.908(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=15.500末点X=21.400上块传递推力=119.409(kN)推力角度=58.908(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=760.084(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=38.004(kN)有效的滑动面长度=9.034(m)下滑力=731.317(kN)滑床反力R=516.475(kN)滑面抗滑力=208.669(kN)粘聚力抗滑力=117.444(kN)本块剩余下滑力=405.204(kN)本块下滑力角度=49.226(度)_____________________________________________本块始点X=12.000末点X=15.500上块传递推力=405.204(kN)推力角度=49.226(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=576.758(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=28.838(kN)有效的滑动面长度=5.359(m)下滑力=870.816(kN)滑床反力R=376.668(kN)滑面抗滑力=152.184(kN)粘聚力抗滑力=69.670(kN)本块剩余下滑力=648.962(kN)本块下滑力角度=49.226(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=10.200末点X=12.000上块传递推力=648.962(kN)推力角度=49.226(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=293.935(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)138
本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=14.697(kN)有效的滑动面长度=2.470(m)下滑力=861.335(kN)滑床反力R=282.248(kN)滑面抗滑力=114.036(kN)粘聚力抗滑力=32.105(kN)本块剩余下滑力=715.194(kN)本块下滑力角度=43.210(度)_____________________________________________本块始点X=5.400末点X=10.200上块传递推力=715.194(kN)推力角度=43.210(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=845.248(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=42.262(kN)有效的滑动面长度=6.586(m)下滑力=1336.177(kN)滑床反力R=616.057(kN)滑面抗滑力=248.903(kN)粘聚力抗滑力=85.615(kN)本块剩余下滑力=1001.659(kN)本块下滑力角度=43.210(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=2.100末点X=5.400上块传递推力=1001.659(kN)推力角度=43.210(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=634.221(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=31.711(kN)有效的滑动面长度=3.867(m)下滑力=1342.987(kN)滑床反力R=745.672(kN)滑面抗滑力=301.271(kN)粘聚力抗滑力=50.276(kN)本块剩余下滑力=991.439(kN)本块下滑力角度=31.430(度)_____________________________________________本块始点X=1.400末点X=2.100上块传递推力=991.439(kN)推力角度=31.430(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=112.689(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=5.634(kN)有效的滑动面长度=0.820(m)下滑力=1055.836(kN)滑床反力R=96.156(kN)滑面抗滑力=38.849(kN)粘聚力抗滑力=10.665(kN)本块剩余下滑力=1006.322(kN)本块下滑力角度=31.430(度)_____________________________________________本块始点X=0.000末点X=1.400上块传递推力=1006.322(kN)推力角度=31.430(度)本块滑面粘聚力=13.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=190.498(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=9.525(kN)有效的滑动面长度=1.641(m)下滑力=1115.182(kN)滑床反力R=162.548(kN)滑面抗滑力=65.674(kN)粘聚力抗滑力=21.329(kN)本块剩余下滑力=1028.178(kN)本块下滑力角度=31.430(度)_____________________________________________138
------------------------------------------------------------------------计算项目：9-9剖面自然+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数10.0003.300025.4003.3001超载1距离0.000(m)宽6.329(m)荷载(131.35--183.15kPa)90.00(度)36.6005.3001超载1距离0.000(m)宽8.465(m)荷载(183.15--170.20kPa)90.00(度)45.3007.2001超载1距离0.000(m)宽8.940(m)荷载(170.20--129.50kPa)90.00(度)52.9005.2001超载1距离0.000(m)宽5.954(m)荷载(129.50--62.90kPa)90.00(度)[土层信息]坡面节点数6编号X(m)Y(m)00.0000.000-10.0003.300-25.4006.600-312.00011.900-417.30019.100-520.20024.300附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)18.2005.4000.00028.00030.00027.2004.7000.00028.00030.00033.5006.7000.00028.00030.00041.5007.5000.00028.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=20.200末点X=20.400上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=2.570(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)138
有效的滑动面长度=1.020(m)下滑力=2.520(kN)滑床反力R=0.504(kN)滑面抗滑力=0.291(kN)粘聚力抗滑力=28.555(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=78.690(度)_____________________________________________本块始点X=18.900末点X=20.200上块传递推力=0.000(kN)推力角度=78.690(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=103.052(kN)本块总附加力Px=0.000(kN)Py=-95.924(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=6.629(m)下滑力=-19.335(kN)滑床反力R=1.398(kN)滑面抗滑力=0.807(kN)粘聚力抗滑力=185.604(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=78.690(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=17.300末点X=18.900上块传递推力=0.000(kN)推力角度=78.690(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=216.534(kN)本块总附加力Px=0.000(kN)Py=-365.050(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.456(m)下滑力=-131.636(kN)滑床反力R=-68.765(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=96.757(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=62.418(度)_____________________________________________本块始点X=15.400末点X=17.300上块传递推力=0.000(kN)推力角度=62.418(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=287.651(kN)本块总附加力Px=0.000(kN)Py=-438.383(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.104(m)下滑力=-361.994(kN)滑床反力R=-69.792(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=114.898(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=62.418(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=12.000末点X=15.400上块传递推力=0.000(kN)推力角度=62.418(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=456.050(kN)本块总附加力Px=0.000(kN)Py=-901.276(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.060(m)下滑力=-243.371(kN)滑床反力R=-372.823(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=113.688(kN)本块剩余下滑力=0.000（kN)本块下滑力角度=33.136(度)_____________________________________________本块始点X=8.200末点X=12.000上块传递推力=0.000(kN)推力角度=33.136(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=364.659(kN)本块总附加力Px=0.000(kN)Py=-847.651(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.538(m)下滑力=-621.073(kN)滑床反力R=-404.448(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=127.063(kN)138
本块剩余下滑力=0.000(kN)本块下滑力角度=33.136(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=5.400末点X=8.200上块传递推力=0.000(kN)推力角度=33.136(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=233.596(kN)本块总附加力Px=0.000(kN)Py=-647.837(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.353(m)下滑力=-227.829(kN)滑床反力R=-345.962(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=93.873(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=33.366(度)_____________________________________________本块始点X=0.000末点X=5.400上块传递推力=-321.702(kN)推力角度=33.366(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=440.203(kN)本块总附加力Px=0.000(kN)Py=-828.630(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=6.466(m)下滑力=-535.333(kN)滑床反力R=-324.403(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=181.041(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=33.366(度)_____________________________________________------------------------------------------------------------------------计算项目：9-9剖面降雨+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数10.0003.300025.4003.3001超载1距离0.000(m)宽6.329(m)荷载(131.35--183.15kPa)90.00(度)36.6005.3001超载1距离0.000(m)宽8.465(m)荷载(183.15--170.20kPa)90.00(度)45.3007.2001超载1距离0.000(m)宽8.940(m)荷载(170.20--129.50kPa)90.00(度)52.9005.2001超载1距离0.000(m)宽5.954(m)荷载(129.50--62.90kPa)90.00(度)[土层信息]138
坡面节点数6编号X(m)Y(m)00.0000.000-10.0003.300-25.4006.600-312.00011.900-417.30019.100-520.20024.300附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数123.700---25.00026.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)18.2005.4000.00026.00026.00027.2004.7000.00025.00026.00033.5006.7000.00025.00026.00041.5007.5000.00025.00026.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=20.200末点X=20.400上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=2.670(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.020(m)下滑力=2.618(kN)滑床反力R=0.524(kN)滑面抗滑力=0.255(kN)粘聚力抗滑力=25.495(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=78.690(度)_____________________________________________本块始点X=18.900末点X=20.200上块传递推力=0.000(kN)推力角度=78.690(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=107.062(kN)本块总附加力Px=0.000(kN)Py=-95.924(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=6.629(m)下滑力=-12.210(kN)滑床反力R=2.184(kN)滑面抗滑力=1.065(kN)粘聚力抗滑力=165.718(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=78.690(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=17.300末点X=18.900上块传递推力=0.000(kN)推力角度=78.690(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=224.960(kN)本块总附加力Px=0.000(kN)Py=-365.050(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.456(m)下滑力=-124.168(kN)滑床反力R=-64.864(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=86.390(kN)本块剩余下滑力=0.0000(kN)本块下滑力角度=62.418(度)_____________________________________________本块始点X=15.400末点X=17.300上块传递推力=0.000(kN)推力角度=62.418(度)138
本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=298.843(kN)本块总附加力Px=0.000(kN)Py=-438.383(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.104(m)下滑力=-334.239(kN)滑床反力R=-64.609(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=102.588(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=62.418(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=12.000末点X=15.400上块传递推力=0.000(kN)推力角度=62.418(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=473.795(kN)本块总附加力Px=0.000(kN)Py=-901.276(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.060(m)下滑力=-233.671(kN)滑床反力R=-357.964(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=101.507(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=33.136(度)_____________________________________________本块始点X=8.200末点X=12.000上块传递推力=0.000(kN)推力角度=33.136(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=378.848(kN)本块总附加力Px=0.000(kN)Py=-847.651(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.538(m)下滑力=-591.436(kN)滑床反力R=-392.566(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=113.449(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=33.136(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=5.400末点X=8.200上块传递推力=0.000(kN)推力角度=33.136(度)本块滑面粘聚力=26.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=242.685(kN)本块总附加力Px=0.000(kN)Py=-647.837(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.353(m)下滑力=-222.830(kN)滑床反力R=-338.371(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=87.168(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=33.366(度)_____________________________________________本块始点X=0.000末点X=5.400上块传递推力=-309.998(kN)推力角度=33.366(度)本块滑面粘聚力=26.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=457.332(kN)本块总附加力Px=0.000(kN)Py=-828.630(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=6.466(m)下滑力=-514.208(kN)滑床反力R=-310.097(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=168.109(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=33.366(度)_____________________________________________138
------------------------------------------------------------------------计算项目：9-9剖面地震+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000[坡面信息]坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数10.0003.300025.4003.3001超载1距离0.000(m)宽6.329(m)荷载(131.35--183.15kPa)90.00(度)36.6005.3001超载1距离0.000(m)宽8.465(m)荷载(183.15--170.20kPa)90.00(度)45.3007.2001超载1距离0.000(m)宽8.940(m)荷载(170.20--129.50kPa)90.00(度)52.9005.2001超载1距离0.000(m)宽5.954(m)荷载(129.50--62.90kPa)90.00(度)[土层信息]坡面节点数6编号X(m)Y(m)00.0000.000-10.0003.300-25.4006.600-312.00011.900-417.30019.100-520.20024.300附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)18.2005.4000.00028.00030.00027.2004.7000.00028.00030.00033.5006.7000.00028.00030.00041.5007.5000.00028.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=20.200末点X=20.400上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=2.570(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)138
本块水浮力=0.000(kN)本块地震力=0.129(kN)有效的滑动面长度=1.020(m)下滑力=2.649(kN)滑床反力R=0.504(kN)滑面抗滑力=0.291(kN)粘聚力抗滑力=28.555(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=78.690(度)_____________________________________________本块始点X=18.900末点X=20.200上块传递推力=0.000(kN)推力角度=78.690(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=103.052(kN)本块总附加力Px=0.000(kN)Py=-95.924(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=5.153(kN)有效的滑动面长度=6.629(m)下滑力=-14.054(kN)滑床反力R=1.398(kN)滑面抗滑力=0.807(kN)粘聚力抗滑力=185.604(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=78.690(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=17.300末点X=18.900上块传递推力=0.000(kN)推力角度=78.690(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=216.534(kN)本块总附加力Px=0.000(kN)Py=-365.050(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=10.827(kN)有效的滑动面长度=3.456(m)下滑力=-120.810(kN)滑床反力R=-68.765(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=96.757(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=62.418(度)_____________________________________________本块始点X=15.400末点X=17.300上块传递推力=0.000(kN)推力角度=62.418(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=287.651(kN)本块总附加力Px=0.000(kN)Py=-438.383(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=14.383(kN)有效的滑动面长度=4.104(m)下滑力=-336.785(kN)滑床反力R=-69.792(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=114.898(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=62.418(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=12.000末点X=15.400上块传递推力=0.000(kN)推力角度=62.418(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=456.050(kN)本块总附加力Px=0.000(kN)Py=-901.276(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=22.802(kN)有效的滑动面长度=4.060(m)下滑力=-220.568(kN)滑床反力R=-372.823(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=113.688(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=33.136(度)_____________________________________________本块始点X=8.200末点X=12.000上块传递推力=0.000(kN)推力角度=33.136(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=364.659(kN)本块总附加力Px=0.000(kN)Py=-847.651(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=18.233(kN)有效的滑动面长度=4.538(m)138
下滑力=-580.038(kN)滑床反力R=-404.448(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=127.063(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=33.136(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=5.400末点X=8.200上块传递推力=0.000(kN)推力角度=33.136(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=233.596(kN)本块总附加力Px=0.000(kN)Py=-647.837(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=11.680(kN)有效的滑动面长度=3.353(m)下滑力=-216.149(kN)滑床反力R=-345.962(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=93.873(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=33.366(度)_____________________________________________本块始点X=0.000末点X=5.400上块传递推力=0.000(kN)推力角度=33.366(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=440.203(kN)本块总附加力Px=0.000(kN)Py=-828.630(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=22.010(kN)有效的滑动面长度=6.466(m)下滑力=-501.643(kN)滑床反力R=-324.403(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=181.041(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=33.366(度)_____________________________________________------------------------------------------------------------------------计算项目：12-12剖面自然+规划------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数4坡面线号水平投影(m)竖直投影(m)超载数16.0009.500025.9004.200036.1001.000044.5000.5000[土层信息]坡面节点数5编号X(m)Y(m)00.0000.000-16.0009.500-211.90013.700-318.00014.700-422.50015.200附加节点数3编号X(m)Y(m)10.000-5.000225.000-5.000325.0000.000138
不同土性区域数2区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数114.500---18.00027.000---(0,3,-5,-4,-3,-2,-1,)230.000---40.00040.000---(0,1,2,3,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)12.7001.0000.00018.00027.00024.4003.3000.00018.00027.00034.8005.3000.00018.00027.00042.5004.6000.00018.00027.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=11.900末点X=14.346上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=72.713(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.123(m)下滑力=79.860(kN)滑床反力R=34.722(kN)滑面抗滑力=17.692(kN)粘聚力抗滑力=92.210(kN)本块剩余下滑力=-30.042(kN)本块下滑力角度=61.477(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=7.100末点X=11.900上块传递推力=0.000(kN)推力角度=61.477(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=350.890(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.151(m)下滑力=325.102(kN)滑床反力R=235.545(kN)滑面抗滑力=120.016(kN)粘聚力抗滑力=128.709(kN)本块剩余下滑力=76.376(kN)本块下滑力角度=47.834(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=6.000末点X=7.100上块传递推力=76.376(kN)推力角度=47.834(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=95.764(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.375(m)下滑力=146.805(kN)滑床反力R=91.138(kN)滑面抗滑力=46.437(kN)粘聚力抗滑力=24.750(kN)本块剩余下滑力=75.618(kN)本块下滑力角度=36.870(度)_____________________________________________本块始点X=2.700末点X=6.000上块传递推力=75.618(kN)推力角度=36.870(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=222.503(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)138
本块地震力=0.000(kN)有效的滑动面长度=4.125(m)下滑力=242.495(kN)滑床反力R=178.002(kN)滑面抗滑力=90.697(kN)粘聚力抗滑力=74.250(kN)本块剩余下滑力=77.548(kN)本块下滑力角度=36.870(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=2.700上块传递推力=77.548(kN)推力角度=36.870(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=64.108(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.879(m)下滑力=102.169(kN)滑床反力R=82.203(kN)滑面抗滑力=41.884(kN)粘聚力抗滑力=51.826(kN)本块剩余下滑力=8.458(kN)本块下滑力角度=20.323(度)_____________________________________________------------------------------------------------------------------------计算项目：12-12剖面降雨+规划------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数4坡面线号水平投影(m)竖直投影(m)超载数16.0009.500025.9004.200036.1001.000044.5000.5000[土层信息]坡面节点数5编号X(m)Y(m)00.0000.000-16.0009.500-211.90013.700-318.00014.700-422.50015.200附加节点数3编号X(m)Y(m)10.000-5.000138
225.000-5.000325.0000.000不同土性区域数2区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数116.000---16.00025.000---(0,3,-5,-4,-3,-2,-1,)230.000---40.00040.000---(0,1,2,3,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)12.7001.0000.00016.00025.00024.4003.3000.00016.00025.00034.8005.3000.00016.00025.00042.5004.6000.00016.00025.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=11.900末点X=14.346上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=80.236(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.123(m)下滑力=88.121(kN)滑床反力R=38.314(kN)滑面抗滑力=17.866(kN)粘聚力抗滑力=81.965(kN)本块剩余下滑力=-11.710(kN)本块下滑力角度=61.477(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=7.100末点X=11.900上块传递推力=0.000(kN)推力角度=61.477(度)本块滑面粘聚力=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=387.189(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.151(m)下滑力=358.733(kN)滑床反力R=259.912(kN)滑面抗滑力=121.199(kN)粘聚力抗滑力=114.408(kN)本块剩余下滑力=123.125(kN)本块下滑力角度=47.834(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=6.000末点X=7.100上块传递推力=123.125(kN)推力角度=47.834(度)本块滑面粘聚力=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=105.671(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.375(m)下滑力=200.131(kN)滑床反力R=107.955(kN)滑面抗滑力=50.340(kN)粘聚力抗滑力=22.000(kN)本块剩余下滑力=127.791(kN)本块下滑力角度=36.870(度)_____________________________________________本块始点X=2.700末点X=6.000上块传递推力=127.791(kN)推力角度=36.870(度)本块滑面粘聚力=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=245.520(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)138
本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.125(m)下滑力=311.931(kN)滑床反力R=196.416(kN)滑面抗滑力=91.590(kN)粘聚力抗滑力=66.000(kN)本块剩余下滑力=154.341(kN)本块下滑力角度=36.870(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=2.700上块传递推力=154.341(kN)推力角度=36.870(度)本块滑面粘聚力=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=70.740(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.879(m)下滑力=178.660(kN)滑床反力R=110.292(kN)滑面抗滑力=51.430(kN)粘聚力抗滑力=46.068(kN)本块剩余下滑力=81.163(kN)本块下滑力角度=20.323(度)_____________________________________________-----------------------------------------------------------------------计算项目：12-12剖面地震+规划------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000[坡面信息]坡面线段数4坡面线号水平投影(m)竖直投影(m)超载数16.0009.500025.9004.200036.1001.000044.5000.5000[土层信息]坡面节点数5编号X(m)Y(m)00.0000.000-16.0009.500-211.90013.700-318.00014.700-422.50015.200附加节点数3138
编号X(m)Y(m)10.000-5.000225.000-5.000325.0000.000不同土性区域数2区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数114.500---18.00027.000---(0,3,-5,-4,-3,-2,-1,)230.000---40.00040.000---(0,1,2,3,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)12.7001.0000.00018.00027.00024.4003.3000.00018.00027.00034.8005.3000.00018.00027.00042.5004.6000.00018.00027.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=11.900末点X=14.346上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=72.713(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=3.636(kN)有效的滑动面长度=5.123(m)下滑力=84.404(kN)滑床反力R=34.722(kN)滑面抗滑力=17.692(kN)粘聚力抗滑力=92.210(kN)本块剩余下滑力=-25.498(kN)本块下滑力角度=61.477(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=7.100末点X=11.900上块传递推力=0.000(kN)推力角度=61.477(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=350.890(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=17.545(kN)有效的滑动面长度=7.151(m)下滑力=347.032(kN)滑床反力R=235.545(kN)滑面抗滑力=120.016(kN)粘聚力抗滑力=128.709(kN)本块剩余下滑力=98.306(kN)本块下滑力角度=47.834(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=6.000末点X=7.100上块传递推力=98.306(kN)推力角度=47.834(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=95.764(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=4.788(kN)有效的滑动面长度=1.375(m)下滑力=174.320(kN)滑床反力R=95.309(kN)滑面抗滑力=48.562(kN)粘聚力抗滑力=24.750(kN)本块剩余下滑力=101.008(kN)本块下滑力角度=36.870(度)_____________________________________________本块始点X=2.700末点X=6.000上块传递推力=101.008(kN)推力角度=36.870(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=222.503(kN)138
本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=11.125(kN)有效的滑动面长度=4.125(m)下滑力=281.791(kN)滑床反力R=178.002(kN)滑面抗滑力=90.697(kN)粘聚力抗滑力=74.250(kN)本块剩余下滑力=116.845(kN)本块下滑力角度=36.870(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=2.700上块传递推力=116.845(kN)推力角度=36.870(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=64.108(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=3.205(kN)有效的滑动面长度=2.879(m)下滑力=143.845(kN)滑床反力R=93.394(kN)滑面抗滑力=47.587(kN)粘聚力抗滑力=51.826(kN)本块剩余下滑力=44.432(kN)本块下滑力角度=20.323(度)_____________________________________________------------------------------------------------------------------------计算项目：14-14剖面自然+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.00011.000022.4003.100036.3005.9000413.8009.200059.1007.300067.1005.0000[土层信息]坡面节点数7编号X(m)Y(m)00.0000.000-10.00011.000138
-22.40014.100-38.70020.000-422.50029.200-531.60036.500-638.70041.500附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)15.0008.1000.00028.00030.00027.2007.6000.00028.00030.000318.30014.7000.00028.00030.00048.20011.1000.00028.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=31.600末点X=38.700上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=420.682(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=11.949(m)下滑力=338.366(kN)滑床反力R=249.964(kN)滑面抗滑力=144.317(kN)粘聚力抗滑力=334.575(kN)本块剩余下滑力=-140.526(kN)本块下滑力角度=53.545(度)_____________________________________________本块始点X=30.500末点X=31.600上块传递推力=-140.526(kN)推力角度=53.545(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=138.927(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.851(m)下滑力=-28.783(kN)滑床反力R=82.548(kN)滑面抗滑力=47.659(kN)粘聚力抗滑力=51.836(kN)本块剩余下滑力=-128.278(kN)本块下滑力角度=53.545(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=22.500末点X=30.500上块传递推力=0.000(kN)推力角度=53.545(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1073.623(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=10.261(m)下滑力=672.359(kN)滑床反力R=837.019(kN)滑面抗滑力=483.253(kN)粘聚力抗滑力=287.319(kN)本块剩余下滑力=-98.213(kN)本块下滑力角度=38.774(度)_____________________________________________本块始点X=12.200末点X=22.500上块传递推力=-98.213(kN)推力角度=38.774(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1569.672(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)138
本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=13.212(m)下滑力=884.798(kN)滑床反力R=1223.749(kN)滑面抗滑力=706.532(kN)粘聚力抗滑力=369.924(kN)本块剩余下滑力=-191.657(kN)本块下滑力角度=38.774(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=8.700末点X=12.200上块传递推力=0.000(kN)推力角度=38.774(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=657.884(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.089(m)下滑力=477.593(kN)滑床反力R=452.456(kN)滑面抗滑力=261.226(kN)粘聚力抗滑力=142.495(kN)本块剩余下滑力=73.872(kN)本块下滑力角度=46.548(度)_____________________________________________本块始点X=5.000末点X=8.700上块传递推力=73.872(kN)推力角度=46.548(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=781.134(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.380(m)下滑力=640.939(kN)滑床反力R=537.221(kN)滑面抗滑力=310.165(kN)粘聚力抗滑力=150.637(kN)本块剩余下滑力=180.137(kN)本块下滑力角度=46.548(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=2.400末点X=5.000上块传递推力=180.137(kN)推力角度=46.548(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=622.994(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.950(m)下滑力=706.480(kN)滑床反力R=290.508(kN)滑面抗滑力=167.725(kN)粘聚力抗滑力=138.596(kN)本块剩余下滑力=400.159(kN)本块下滑力角度=58.314(度)_____________________________________________本块始点X=0.000末点X=2.400上块传递推力=400.159(kN)推力角度=58.314(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=654.178(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.569(m)下滑力=956.823(kN)滑床反力R=343.620(kN)滑面抗滑力=198.389(kN)粘聚力抗滑力=127.934(kN)本块剩余下滑力=630.500(kN)本块下滑力角度=58.314(度)_____________________________________________138
------------------------------------------------------------------------计算项目：14-14剖面降雨+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.00011.000022.4003.100036.3005.9000413.8009.200059.1007.300067.1005.0000[土层信息]坡面节点数7编号X(m)Y(m)00.0000.000-10.00011.000-22.40014.100-38.70020.000-422.50029.200-531.60036.500-638.70041.500附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数123.700---25.00026.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)15.0008.1000.00025.00026.00027.2007.6000.00025.00026.000318.30014.7000.00025.00026.00048.20011.1000.00025.00026.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=31.600末点X=38.700上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=437.051(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=11.949(m)138
下滑力=351.532(kN)滑床反力R=259.690(kN)滑面抗滑力=126.659(kN)粘聚力抗滑力=298.727(kN)本块剩余下滑力=-73.855(kN)本块下滑力角度=53.545(度)_____________________________________________本块始点X=30.500末点X=31.600上块传递推力=-73.855(kN)推力角度=53.545(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=144.332(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.851(m)下滑力=42.236(kN)滑床反力R=85.760(kN)滑面抗滑力=41.828(kN)粘聚力抗滑力=46.282(kN)本块剩余下滑力=-45.874(kN)本块下滑力角度=53.545(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=22.500末点X=30.500上块传递推力=0.000(kN)推力角度=53.545(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1115.399(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=10.261(m)下滑力=698.521(kN)滑床反力R=869.588(kN)滑面抗滑力=424.126(kN)粘聚力抗滑力=256.535(kN)本块剩余下滑力=17.860(kN)本块下滑力角度=38.774(度)_____________________________________________本块始点X=12.200末点X=22.500上块传递推力=17.860(kN)推力角度=38.774(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1630.749(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=13.212(m)下滑力=1039.120(kN)滑床反力R=1271.365(kN)滑面抗滑力=620.086(kN)粘聚力抗滑力=330.289(kN)本块剩余下滑力=88.745(kN)本块下滑力角度=38.774(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=8.700末点X=12.200上块传递推力=88.745(kN)推力角度=38.774(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=683.483(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.089(m)下滑力=584.106(kN)滑床反力R=458.057(kN)滑面抗滑力=223.409(kN)粘聚力抗滑力=127.227(kN)本块剩余下滑力=233.469(kN)本块下滑力角度=46.548(度)_____________________________________________本块始点X=5.000末点X=8.700上块传递推力=233.469(kN)推力角度=46.548(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=811.529(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.380(m)下滑力=822.600(kN)滑床反力R=558.124(kN)滑面抗滑力=272.215(kN)粘聚力抗滑力=134.498(kN)本块剩余下滑力=415.887(kN)138
本块下滑力角度=46.548(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=2.400末点X=5.000上块传递推力=415.887(kN)推力角度=46.548(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=647.235(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.950(m)下滑力=957.905(kN)滑床反力R=255.170(kN)滑面抗滑力=124.455(kN)粘聚力抗滑力=123.746(kN)本块剩余下滑力=709.704(kN)本块下滑力角度=58.314(度)_____________________________________________本块始点X=0.000末点X=2.400上块传递推力=709.704(kN)推力角度=58.314(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=679.633(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.569(m)下滑力=1288.028(kN)滑床反力R=356.990(kN)滑面抗滑力=174.116(kN)粘聚力抗滑力=114.227(kN)本块剩余下滑力=999.685(kN)本块下滑力角度=58.314(度)_____________________________________________------------------------------------------------------------------------计算项目：14-14剖面地震+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.00011.000022.4003.100036.3005.9000413.8009.200059.1007.300067.1005.0000[土层信息]坡面节点数7138
编号X(m)Y(m)00.0000.000-10.00011.000-22.40014.100-38.70020.000-422.50029.200-531.60036.500-638.70041.500附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)15.0008.1000.00028.00030.00027.2007.6000.00028.00030.000318.30014.7000.00028.00030.00048.20011.1000.00028.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=31.600末点X=38.700上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=420.682(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=21.034(kN)有效的滑动面长度=11.949(m)下滑力=359.400(kN)滑床反力R=249.964(kN)滑面抗滑力=144.317(kN)粘聚力抗滑力=334.575(kN)本块剩余下滑力=-119.491(kN)本块下滑力角度=53.545(度)_____________________________________________本块始点X=30.500末点X=31.600上块传递推力=-119.491(kN)推力角度=53.545(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=138.927(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=6.946(kN)有效的滑动面长度=1.851(m)下滑力=-0.803(kN)滑床反力R=82.548(kN)滑面抗滑力=47.659(kN)粘聚力抗滑力=51.836(kN)本块剩余下滑力=-100.298(kN)本块下滑力角度=53.545(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=22.500末点X=30.500上块传递推力=0.000(kN)推力角度=53.545(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1073.623(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=53.681(kN)有效的滑动面长度=10.261(m)下滑力=726.040(kN)滑床反力R=837.019(kN)滑面抗滑力=483.253(kN)粘聚力抗滑力=287.319(kN)本块剩余下滑力=-44.532(kN)本块下滑力角度=38.774(度)_____________________________________________本块始点X=12.200末点X=22.500上块传递推力=-44.532(kN)推力角度=38.774(度)138
本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1569.672(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=78.484(kN)有效的滑动面长度=13.212(m)下滑力=1016.963(kN)滑床反力R=1223.749(kN)滑面抗滑力=706.532(kN)粘聚力抗滑力=369.924(kN)本块剩余下滑力=-59.492(kN)本块下滑力角度=38.774(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=8.700末点X=12.200上块传递推力=0.000(kN)推力角度=38.774(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=657.884(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=32.894(kN)有效的滑动面长度=5.089(m)下滑力=510.487(kN)滑床反力R=452.456(kN)滑面抗滑力=261.226(kN)粘聚力抗滑力=142.495(kN)本块剩余下滑力=106.766(kN)本块下滑力角度=46.548(度)_____________________________________________本块始点X=5.000末点X=8.700上块传递推力=106.766(kN)推力角度=46.548(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=781.134(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=39.057(kN)有效的滑动面长度=5.380(m)下滑力=712.890(kN)滑床反力R=537.221(kN)滑面抗滑力=310.165(kN)粘聚力抗滑力=150.637(kN)本块剩余下滑力=252.088(kN)本块下滑力角度=46.548(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=2.400末点X=5.000上块传递推力=252.088(kN)推力角度=46.548(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=622.994(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=31.150(kN)有效的滑动面长度=4.950(m)下滑力=808.069(kN)滑床反力R=275.837(kN)滑面抗滑力=159.255(kN)粘聚力抗滑力=138.596(kN)本块剩余下滑力=510.219(kN)本块下滑力角度=58.314(度)_____________________________________________本块始点X=0.000末点X=2.400上块传递推力=510.219(kN)推力角度=58.314(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=654.178(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=32.709(kN)有效的滑动面长度=4.569(m)下滑力=1099.591(kN)滑床反力R=343.620(kN)滑面抗滑力=198.389(kN)粘聚力抗滑力=127.934(kN)本块剩余下滑力=773.268(kN)本块下滑力角度=58.314(度)_____________________________________________138
------------------------------------------------------------------------计算项目：17-17剖面自然+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数10.0007.600024.9005.100037.6005.600047.8007.600059.8001.4000[土层信息]坡面节点数6编号X(m)Y(m)00.0000.000-10.0007.600-24.90012.700-312.50018.300-420.30025.900-530.10027.300附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)15.6007.5000.00028.00030.000210.6008.4000.00028.00030.00039.6007.1000.00028.00030.00044.4004.3000.00028.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=30.100末点X=30.200上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=0.126(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.140(m)下滑力=0.088(kN)滑床反力R=0.090(kN)滑面抗滑力=0.052(kN)粘聚力抗滑力=3.915(kN)本块剩余下滑力=-3.879(kN)本块下滑力角度=44.341(度)_____________________________________________本块始点X=25.800末点X=30.100上块传递推力=-3.879(kN)推力角度=44.341(度)138
本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=209.054(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=6.012(m)下滑力=142.235(kN)滑床反力R=149.513(kN)滑面抗滑力=86.321(kN)粘聚力抗滑力=168.347(kN)本块剩余下滑力=-112.433(kN)本块下滑力角度=44.341(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=20.300末点X=25.800上块传递推力=0.000(kN)推力角度=44.341(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=752.931(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=6.841(m)下滑力=447.713(kN)滑床反力R=605.358(kN)滑面抗滑力=349.504(kN)粘聚力抗滑力=191.542(kN)本块剩余下滑力=-93.333(kN)本块下滑力角度=36.486(度)_____________________________________________本块始点X=16.200末点X=20.300上块传递推力=-93.333(kN)推力角度=36.486(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=683.474(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.099(m)下滑力=313.079(kN)滑床反力R=549.514(kN)滑面抗滑力=317.262(kN)粘聚力抗滑力=142.786(kN)本块剩余下滑力=-146.969(kN)本块下滑力角度=36.486(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=12.500末点X=16.200上块传递推力=0.000(kN)推力角度=36.486(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=539.027(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.721(m)下滑力=334.780(kN)滑床反力R=422.461(kN)滑面抗滑力=243.908(kN)粘聚力抗滑力=132.186(kN)本块剩余下滑力=-41.313(kN)本块下滑力角度=38.395(度)_____________________________________________本块始点X=5.600末点X=12.500上块传递推力=-41.313(kN)推力角度=38.395(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=979.559(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=8.804(m)下滑力=567.073(kN)滑床反力R=767.725(kN)滑面抗滑力=443.246(kN)粘聚力抗滑力=246.508(kN)本块剩余下滑力=-122.682(kN)本块下滑力角度=38.395(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=4.900末点X=5.600上块传递推力=0.000(kN)推力角度=38.395(度)138
本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=106.620(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.170(m)下滑力=85.433(kN)滑床反力R=63.790(kN)滑面抗滑力=36.829(kN)粘聚力抗滑力=32.760(kN)本块剩余下滑力=15.844(kN)本块下滑力角度=53.253(度)_____________________________________________本块始点X=0.000末点X=4.900上块传递推力=15.844(kN)推力角度=53.253(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=864.982(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=8.190(m)下滑力=708.936(kN)滑床反力R=517.509(kN)滑面抗滑力=298.784(kN)粘聚力抗滑力=229.321(kN)本块剩余下滑力=180.832(kN)本块下滑力角度=53.253(度)_____________________________________________------------------------------------------------------------------------计算项目：17-17剖面降雨+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数10.0007.600024.9005.100037.6005.600047.8007.600059.8001.4000[土层信息]坡面节点数6编号X(m)Y(m)00.0000.000-10.0007.600-24.90012.700-312.50018.300-420.30025.900138
-530.10027.300附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数123.700---25.00026.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)15.6007.5000.00025.00026.000210.6008.4000.00025.00026.00039.6007.1000.00025.00026.00044.4004.3000.00025.00026.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=30.100末点X=30.200上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=0.130(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.140(m)下滑力=0.091(kN)滑床反力R=0.093(kN)滑面抗滑力=0.046(kN)粘聚力抗滑力=3.496(kN)本块剩余下滑力=-3.450(kN)本块下滑力角度=44.341(度)_____________________________________________本块始点X=25.800末点X=30.100上块传递推力=-3.450(kN)推力角度=44.341(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=217.188(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=6.012(m)下滑力=148.350(kN)滑床反力R=155.330(kN)滑面抗滑力=75.760(kN)粘聚力抗滑力=150.310(kN)本块剩余下滑力=-77.720(kN)本块下滑力角度=44.341(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=20.300末点X=25.800上块传递推力=0.000(kN)推力角度=44.341(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=782.228(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=6.841(m)下滑力=465.133(kN)滑床反力R=628.913(kN)滑面抗滑力=306.741(kN)粘聚力抗滑力=171.020(kN)本块剩余下滑力=-12.627(kN)本块下滑力角度=36.486(度)_____________________________________________本块始点X=16.200末点X=20.300上块传递推力=-12.627(kN)推力角度=36.486(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=710.068(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)138
有效的滑动面长度=5.099(m)下滑力=409.598(kN)滑床反力R=570.896(kN)滑面抗滑力=278.445(kN)粘聚力抗滑力=127.487(kN)本块剩余下滑力=3.666(kN)本块下滑力角度=36.486(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=12.500末点X=16.200上块传递推力=3.666(kN)推力角度=36.486(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=560.001(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.721(m)下滑力=351.471(kN)滑床反力R=438.777(kN)滑面抗滑力=214.006(kN)粘聚力抗滑力=118.023(kN)本块剩余下滑力=19.442(kN)本块下滑力角度=38.395(度)_____________________________________________本块始点X=5.600末点X=12.500上块传递推力=19.442(kN)推力角度=38.395(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1017.674(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=8.804(m)下滑力=651.501(kN)滑床反力R=797.598(kN)滑面抗滑力=389.014(kN)粘聚力抗滑力=220.097(kN)本块剩余下滑力=42.389(kN)本块下滑力角度=38.395(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=4.900末点X=5.600上块传递推力=42.389(kN)推力角度=38.395(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=110.769(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.170(m)下滑力=129.729(kN)滑床反力R=55.403(kN)滑面抗滑力=27.022(kN)粘聚力抗滑力=29.250(kN)本块剩余下滑力=73.457(kN)本块下滑力角度=53.253(度)_____________________________________________本块始点X=0.000末点X=4.900上块传递推力=73.457(kN)推力角度=53.253(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=898.639(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=8.190(m)下滑力=793.519(kN)滑床反力R=537.646(kN)滑面抗滑力=262.227(kN)粘聚力抗滑力=204.750(kN)本块剩余下滑力=326.541(kN)本块下滑力角度=53.253(度)_____________________________________________138
------------------------------------------------------------------------计算项目：17-17剖面地震+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000[坡面信息]坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数10.0007.600024.9005.100037.6005.600047.8007.600059.8001.4000[土层信息]坡面节点数6编号X(m)Y(m)00.0000.000-10.0007.600-24.90012.700-312.50018.300-420.30025.900-530.10027.300附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)15.6007.5000.00028.00030.000210.6008.4000.00028.00030.00039.6007.1000.00028.00030.00044.4004.3000.00028.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=30.100末点X=30.200上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=0.126(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.006(kN)有效的滑动面长度=0.140(m)下滑力=0.094(kN)滑床反力R=0.090(kN)滑面抗滑力=0.052(kN)粘聚力抗滑力=3.915(kN)本块剩余下滑力=-3.873(kN)本块下滑力角度=44.341(度)_____________________________________________138
本块始点X=25.800末点X=30.100上块传递推力=-3.873(kN)推力角度=44.341(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=209.054(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=10.453(kN)有效的滑动面长度=6.012(m)下滑力=152.694(kN)滑床反力R=149.513(kN)滑面抗滑力=86.321(kN)粘聚力抗滑力=168.347(kN)本块剩余下滑力=-101.974(kN)本块下滑力角度=44.341(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=20.300末点X=25.800上块传递推力=0.000(kN)推力角度=44.341(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=752.931(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=37.647(kN)有效的滑动面长度=6.841(m)下滑力=485.359(kN)滑床反力R=605.358(kN)滑面抗滑力=349.504(kN)粘聚力抗滑力=191.542(kN)本块剩余下滑力=-55.686(kN)本块下滑力角度=36.486(度)_____________________________________________本块始点X=16.200末点X=20.300上块传递推力=-55.686(kN)推力角度=36.486(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=683.474(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=34.174(kN)有效的滑动面长度=5.099(m)下滑力=384.899(kN)滑床反力R=549.514(kN)滑面抗滑力=317.262(kN)粘聚力抗滑力=142.786(kN)本块剩余下滑力=-75.149(kN)本块下滑力角度=36.486(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=12.500末点X=16.200上块传递推力=0.000(kN)推力角度=36.486(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=539.027(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=26.951(kN)有效的滑动面长度=4.721(m)下滑力=361.731(kN)滑床反力R=422.461(kN)滑面抗滑力=243.908(kN)粘聚力抗滑力=132.186(kN)本块剩余下滑力=-14.362(kN)本块下滑力角度=38.395(度)_____________________________________________本块始点X=5.600末点X=12.500上块传递推力=-14.362(kN)推力角度=38.395(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=979.559(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=48.978(kN)有效的滑动面长度=8.804(m)下滑力=643.002(kN)滑床反力R=767.725(kN)滑面抗滑力=443.246(kN)粘聚力抗滑力=246.508(kN)本块剩余下滑力=-46.753(kN)本块下滑力角度=38.395(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************138
本块始点X=4.900末点X=5.600上块传递推力=0.000(kN)推力角度=38.395(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=106.620(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=5.331(kN)有效的滑动面长度=1.170(m)下滑力=90.764(kN)滑床反力R=63.790(kN)滑面抗滑力=36.829(kN)粘聚力抗滑力=32.760(kN)本块剩余下滑力=21.175(kN)本块下滑力角度=53.253(度)_____________________________________________本块始点X=0.000末点X=4.900上块传递推力=21.175(kN)推力角度=53.253(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=864.982(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=43.249(kN)有效的滑动面长度=8.190(m)下滑力=757.516(kN)滑床反力R=517.509(kN)滑面抗滑力=298.784(kN)粘聚力抗滑力=229.321(kN)本块剩余下滑力=229.412(kN)本块下滑力角度=53.253(度)_____________________________________________------------------------------------------------------------------------计算项目：22-22剖面自然+规划------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数18.20011.400021.2000.000034.4007.800041.3000.5000510.0000.5000[土层信息]坡面节点数6编号X(m)Y(m)00.0000.000-18.20011.400-29.40011.400-313.80019.200-415.10019.700-525.10020.200附加节点数3编号X(m)Y(m)138
10.000-5.000230.000-5.000330.0000.000不同土性区域数2区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数114.500---18.00027.000---(0,3,-5,-4,-3,-2,-1,)230.000---40.00040.000---(0,1,2,3,)不考虑水的作用[滑面信息]滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)19.9003.8000.00018.00027.00029.8008.2000.00018.00027.00035.5008.5000.00018.00027.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=19.700末点X=25.003上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=336.406(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=9.761(m)下滑力=353.045(kN)滑床反力R=182.753(kN)滑面抗滑力=93.117(kN)粘聚力抗滑力=175.700(kN)本块剩余下滑力=84.228(kN)本块下滑力角度=57.095(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=15.100末点X=19.700上块传递推力=84.228(kN)推力角度=57.095(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=716.827(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.998(m)下滑力=655.477(kN)滑床反力R=574.632(kN)滑面抗滑力=292.789(kN)粘聚力抗滑力=107.962(kN)本块剩余下滑力=254.726(kN)本块下滑力角度=39.920(度)_____________________________________________本块始点X=13.800末点X=15.100上块传递推力=254.726(kN)推力角度=39.920(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=246.331(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.695(m)下滑力=452.321(kN)滑床反力R=188.921(kN)滑面抗滑力=96.260(kN)粘聚力抗滑力=30.511(kN)本块剩余下滑力=325.550(kN)本块下滑力角度=39.920(度)_____________________________________________本块始点X=9.900末点X=13.800上块传递推力=325.550(kN)推力角度=39.920(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=643.441(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)138
有效的滑动面长度=5.085(m)下滑力=841.688(kN)滑床反力R=493.478(kN)滑面抗滑力=251.440(kN)粘聚力抗滑力=91.533(kN)本块剩余下滑力=498.716(kN)本块下滑力角度=39.920(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=9.400末点X=9.900上块传递推力=498.716(kN)推力角度=39.920(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=65.113(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.536(m)下滑力=500.933(kN)滑床反力R=222.510(kN)滑面抗滑力=113.375(kN)粘聚力抗滑力=9.640(kN)本块剩余下滑力=377.918(kN)本块下滑力角度=20.999(度)_____________________________________________本块始点X=8.200末点X=9.400上块传递推力=377.918(kN)推力角度=20.999(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=154.027(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.285(m)下滑力=446.912(kN)滑床反力R=143.798(kN)滑面抗滑力=73.268(kN)粘聚力抗滑力=23.137(kN)本块剩余下滑力=350.507(kN)本块下滑力角度=20.999(度)_____________________________________________本块始点X=0.000末点X=8.200上块传递推力=350.507(kN)推力角度=20.999(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=541.366(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=8.783(m)下滑力=593.003(kN)滑床反力R=505.413(kN)滑面抗滑力=257.521(kN)粘聚力抗滑力=158.100(kN)本块剩余下滑力=177.383(kN)本块下滑力角度=20.999(度)_____________________________________________138
------------------------------------------------------------------------计算项目：22-22剖面降雨+规划------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数18.20011.400021.2000.000034.4007.800041.3000.5000510.0000.5000[土层信息]坡面节点数6编号X(m)Y(m)00.0000.000-18.20011.400-29.40011.400-313.80019.200-415.10019.700-525.10020.200附加节点数3编号X(m)Y(m)10.000-5.000230.000-5.000330.0000.000不同土性区域数2区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数116.000---16.00025.000---(0,3,-5,-4,-3,-2,-1,)230.000---40.00040.000---(0,1,2,3,)不考虑水的作用[滑面信息]滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)19.9003.8000.00016.00025.00029.8008.2000.00016.00025.00035.5008.5000.00016.00025.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=19.700末点X=25.003上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=336.406(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=9.761(m)下滑力=353.045(kN)滑床反力R=182.753(kN)滑面抗滑力=85.219(kN)粘聚力抗滑力=156.178(kN)本块剩余下滑力=111.648(kN)本块下滑力角度=57.095(度)_____________________________________________138
**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=15.100末点X=19.700上块传递推力=111.648(kN)推力角度=57.095(度)本块滑面粘聚力=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=716.827(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.998(m)下滑力=681.675(kN)滑床反力R=582.728(kN)滑面抗滑力=271.731(kN)粘聚力抗滑力=95.966(kN)本块剩余下滑力=313.978(kN)本块下滑力角度=39.920(度)_____________________________________________本块始点X=13.800末点X=15.100上块传递推力=313.978(kN)推力角度=39.920(度)本块滑面粘聚力=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=246.331(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.695(m)下滑力=511.574(kN)滑床反力R=188.921(kN)滑面抗滑力=88.095(kN)粘聚力抗滑力=27.121(kN)本块剩余下滑力=396.358(kN)本块下滑力角度=39.920(度)_____________________________________________本块始点X=9.900末点X=13.800上块传递推力=396.358(kN)推力角度=39.920(度)本块滑面粘聚力=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=643.441(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.085(m)下滑力=912.496(kN)滑床反力R=493.478(kN)滑面抗滑力=230.113(kN)粘聚力抗滑力=81.363(kN)本块剩余下滑力=601.020(kN)本块下滑力角度=39.920(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=9.400末点X=9.900上块传递推力=601.020(kN)推力角度=39.920(度)本块滑面粘聚力=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=65.113(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.536(m)下滑力=597.709(kN)滑床反力R=255.685(kN)滑面抗滑力=119.228(kN)粘聚力抗滑力=8.569(kN)本块剩余下滑力=469.912(kN)本块下滑力角度=20.999(度)_____________________________________________本块始点X=8.200末点X=9.400上块传递推力=469.912(kN)推力角度=20.999(度)本块滑面粘聚力=16.000(kPa)滑面摩擦角=25.000(度)本块总重(包括水)=154.027(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.285(m)下滑力=538.906(kN)滑床反力R=143.798(kN)滑面抗滑力=67.054(kN)粘聚力抗滑力=20.566(kN)本块剩余下滑力=451.286(kN)本块下滑力角度=20.999(度)_____________________________________________本块始点X=0.000末点X=8.200上块传递推力=451.286(kN)推力角度=20.999(度)本块滑面粘聚力=16.000(kPa)滑面摩擦角=25.000(度)138
本块总重(包括水)=541.366(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=8.783(m)下滑力=693.782(kN)滑床反力R=505.413(kN)滑面抗滑力=235.678(kN)粘聚力抗滑力=140.533(kN)本块剩余下滑力=317.572(kN)本块下滑力角度=20.999(度)_____________________________________________------------------------------------------------------------------------计算项目：22-22剖面地震+规划------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000[坡面信息]坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数18.20011.400021.2000.000034.4007.800041.3000.5000510.0000.5000[土层信息]坡面节点数6编号X(m)Y(m)00.0000.000-18.20011.400-29.40011.400-313.80019.200-415.10019.700138
-525.10020.200附加节点数3编号X(m)Y(m)10.000-5.000230.000-5.000330.0000.000不同土性区域数2区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数114.500---18.00027.000---(0,3,-5,-4,-3,-2,-1,)230.000---40.00040.000---(0,1,2,3,)不考虑水的作用[滑面信息]滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)19.9003.8000.00018.00027.00029.8008.2000.00018.00027.00035.5008.5000.00018.00027.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=19.700末点X=25.003上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=336.406(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=16.820(kN)有效的滑动面长度=9.761(m)下滑力=374.070(kN)滑床反力R=182.753(kN)滑面抗滑力=93.117(kN)粘聚力抗滑力=175.700(kN)本块剩余下滑力=105.253(kN)本块下滑力角度=57.095(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=15.100末点X=19.700上块传递推力=105.253(kN)推力角度=57.095(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=716.827(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=35.841(kN)有效的滑动面长度=5.998(m)下滑力=720.367(kN)滑床反力R=580.840(kN)滑面抗滑力=295.953(kN)粘聚力抗滑力=107.962(kN)本块剩余下滑力=316.452(kN)本块下滑力角度=39.920(度)_____________________________________________本块始点X=13.800末点X=15.100上块传递推力=316.452(kN)推力角度=39.920(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=246.331(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=12.317(kN)有效的滑动面长度=1.695(m)下滑力=529.443(kN)滑床反力R=188.921(kN)滑面抗滑力=96.260(kN)粘聚力抗滑力=30.511(kN)本块剩余下滑力=402.672(kN)本块下滑力角度=39.920(度)_____________________________________________本块始点X=9.900末点X=13.800上块传递推力=402.672(kN)推力角度=39.920(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=643.441(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)138
本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=32.172(kN)有效的滑动面长度=5.085(m)下滑力=959.025(kN)滑床反力R=493.478(kN)滑面抗滑力=251.440(kN)粘聚力抗滑力=91.533(kN)本块剩余下滑力=616.053(kN)本块下滑力角度=39.920(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=9.400末点X=9.900上块传递推力=616.053(kN)推力角度=39.920(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=65.113(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=3.256(kN)有效的滑动面长度=0.536(m)下滑力=615.999(kN)滑床反力R=260.559(kN)滑面抗滑力=132.762(kN)粘聚力抗滑力=9.640(kN)本块剩余下滑力=473.597(kN)本块下滑力角度=20.999(度)_____________________________________________本块始点X=8.200末点X=9.400上块传递推力=473.597(kN)推力角度=20.999(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=154.027(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=7.701(kN)有效的滑动面长度=1.285(m)下滑力=552.217(kN)滑床反力R=143.798(kN)滑面抗滑力=73.268(kN)粘聚力抗滑力=23.137(kN)本块剩余下滑力=455.812(kN)本块下滑力角度=20.999(度)_____________________________________________本块始点X=0.000末点X=8.200上块传递推力=455.812(kN)推力角度=20.999(度)本块滑面粘聚力=18.000(kPa)滑面摩擦角=27.000(度)本块总重(包括水)=541.366(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=27.068(kN)有效的滑动面长度=8.783(m)下滑力=732.144(kN)滑床反力R=505.413(kN)滑面抗滑力=257.521(kN)粘聚力抗滑力=158.100(kN)本块剩余下滑力=316.523(kN)本块下滑力角度=20.999(度)_____________________________________________138
------------------------------------------------------------------------计算项目：29-29剖面自然+规划（浅层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0009.000025.4002.200032.7001.500044.3001.400051.7001.000062.0000.6000[土层信息]坡面节点数7编号X(m)Y(m)00.0000.000-10.0009.000-25.40011.200-38.10012.700-412.40014.100-514.10015.100-616.10015.700附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数118.500---12.00022.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)14.6002.8000.00012.00022.00026.7006.9000.00012.00022.00034.8006.0000.00012.00022.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=14.100末点X=16.100上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=35.150(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.202(m)下滑力=27.447(kN)滑床反力R=21.958(kN)滑面抗滑力=8.872(kN)粘聚力抗滑力=38.419(kN)本块剩余下滑力=-19.843(kN)本块下滑力角度=51.340(度)_____________________________________________本块始点X=12.400末点X=14.100上块传递推力=-19.843(kN)推力角度=51.340(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=77.446(kN)138
本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.721(m)下滑力=40.632(kN)滑床反力R=48.380(kN)滑面抗滑力=19.547(kN)粘聚力抗滑力=32.656(kN)本块剩余下滑力=-11.571(kN)本块下滑力角度=51.340(度)_____________________________________________本块始点X=11.300末点X=12.400上块传递推力=-11.571(kN)推力角度=51.340(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=71.905(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.761(m)下滑力=44.578(kN)滑床反力R=44.919(kN)滑面抗滑力=18.148(kN)粘聚力抗滑力=21.130(kN)本块剩余下滑力=5.299(kN)本块下滑力角度=51.340(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=8.100末点X=11.300上块传递推力=5.299(kN)推力角度=51.340(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=305.986(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.594(m)下滑力=224.798(kN)滑床反力R=213.668(kN)滑面抗滑力=86.327(kN)粘聚力抗滑力=55.122(kN)本块剩余下滑力=83.348(kN)本块下滑力角度=45.843(度)_____________________________________________本块始点X=5.400末点X=8.100上块传递推力=83.348(kN)推力角度=45.843(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=346.444(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.876(m)下滑力=331.897(kN)滑床反力R=241.344(kN)滑面抗滑力=97.509(kN)粘聚力抗滑力=46.509(kN)本块剩余下滑力=187.878(kN)本块下滑力角度=45.843(度)_____________________________________________本块始点X=4.600末点X=5.400上块传递推力=187.878(kN)推力角度=45.843(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=115.811(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.148(m)下滑力=270.964(kN)滑床反力R=80.678(kN)滑面抗滑力=32.596(kN)粘聚力抗滑力=13.781(kN)本块剩余下滑力=224.588(kN)本块下滑力角度=45.843(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=4.600上块传递推力=224.588(kN)推力角度=45.843(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=726.502(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)138
本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.385(m)下滑力=595.163(kN)滑床反力R=676.862(kN)滑面抗滑力=273.470(kN)粘聚力抗滑力=64.622(kN)本块剩余下滑力=257.071(kN)本块下滑力角度=31.329(度)_____________________________________________------------------------------------------------------------------------计算项目：29-29剖面降雨+规划（浅层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0009.000025.4002.200032.7001.500044.3001.400051.7001.000062.0000.6000[土层信息]坡面节点数7编号X(m)Y(m)00.0000.000-10.0009.000-25.40011.200-38.10012.700-412.40014.100-514.10015.100-616.10015.700138
附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数119.800---10.00016.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)14.6002.8000.00010.00016.00026.7006.9000.00010.00016.00034.8006.0000.00010.00016.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=14.100末点X=16.100上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=37.620(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.202(m)下滑力=29.376(kN)滑床反力R=23.501(kN)滑面抗滑力=6.739(kN)粘聚力抗滑力=32.016(kN)本块剩余下滑力=-9.378(kN)本块下滑力角度=51.340(度)_____________________________________________本块始点X=12.400末点X=14.100上块传递推力=-9.378(kN)推力角度=51.340(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=82.888(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.721(m)下滑力=55.346(kN)滑床反力R=51.780(kN)滑面抗滑力=14.848(kN)粘聚力抗滑力=27.213(kN)本块剩余下滑力=13.285(kN)本块下滑力角度=51.340(度)_____________________________________________本块始点X=11.300末点X=12.400上块传递推力=13.285(kN)推力角度=51.340(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=76.958(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.761(m)下滑力=73.380(kN)滑床反力R=48.075(kN)滑面抗滑力=13.785(kN)粘聚力抗滑力=17.609(kN)本块剩余下滑力=41.986(kN)本块下滑力角度=51.340(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=8.100末点X=11.300上块传递推力=41.986(kN)推力角度=51.340(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=327.488(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.594(m)下滑力=276.742(kN)滑床反力R=232.161(kN)滑面抗滑力=66.571(kN)粘聚力抗滑力=45.935(kN)138
本块剩余下滑力=164.235(kN)本块下滑力角度=45.843(度)_____________________________________________本块始点X=5.400末点X=8.100上块传递推力=164.235(kN)推力角度=45.843(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=370.789(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.876(m)下滑力=430.250(kN)滑床反力R=258.304(kN)滑面抗滑力=74.067(kN)粘聚力抗滑力=38.758(kN)本块剩余下滑力=317.424(kN)本块下滑力角度=45.843(度)_____________________________________________本块始点X=4.600末点X=5.400上块传递推力=317.424(kN)推力角度=45.843(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=123.950(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.148(m)下滑力=406.349(kN)滑床反力R=86.347(kN)滑面抗滑力=24.760(kN)粘聚力抗滑力=11.484(kN)本块剩余下滑力=370.106(kN)本块下滑力角度=45.843(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=4.600上块传递推力=370.106(kN)推力角度=45.843(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=777.553(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.385(m)下滑力=762.581(kN)滑床反力R=756.938(kN)滑面抗滑力=217.049(kN)粘聚力抗滑力=53.852(kN)本块剩余下滑力=491.681(kN)本块下滑力角度=31.329(度)_____________________________________________138
------------------------------------------------------------------------计算项目：29-29剖面地震+规划（浅层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0009.000025.4002.200032.7001.500044.3001.400051.7001.000062.0000.6000[土层信息]坡面节点数7编号X(m)Y(m)00.0000.000-10.0009.000-25.40011.200-38.10012.700-412.40014.100-514.10015.100-616.10015.700附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数118.500---12.00022.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)14.6002.8000.00012.00022.00026.7006.9000.00012.00022.00034.8006.0000.00012.00022.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=14.100末点X=16.100上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=35.150(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=1.757(kN)有效的滑动面长度=3.202(m)下滑力=29.205(kN)滑床反力R=21.958(kN)滑面抗滑力=8.872(kN)粘聚力抗滑力=38.419(kN)本块剩余下滑力=-18.085(kN)本块下滑力角度=51.340(度)_____________________________________________本块始点X=12.400末点X=14.100上块传递推力=-18.085(kN)推力角度=51.340(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)138
本块总重(包括水)=77.446(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=3.872(kN)有效的滑动面长度=2.721(m)下滑力=46.262(kN)滑床反力R=48.380(kN)滑面抗滑力=19.547(kN)粘聚力抗滑力=32.656(kN)本块剩余下滑力=-5.941(kN)本块下滑力角度=51.340(度)_____________________________________________本块始点X=11.300末点X=12.400上块传递推力=-5.941(kN)推力角度=51.340(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=71.905(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=3.595(kN)有效的滑动面长度=1.761(m)下滑力=53.803(kN)滑床反力R=44.919(kN)滑面抗滑力=18.148(kN)粘聚力抗滑力=21.130(kN)本块剩余下滑力=14.524(kN)本块下滑力角度=51.340(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=8.100末点X=11.300上块传递推力=14.524(kN)推力角度=51.340(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=305.986(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=15.299(kN)有效的滑动面长度=4.594(m)下滑力=249.280(kN)滑床反力R=214.552(kN)滑面抗滑力=86.684(kN)粘聚力抗滑力=55.122(kN)本块剩余下滑力=107.473(kN)本块下滑力角度=45.843(度)_____________________________________________本块始点X=5.400末点X=8.100上块传递推力=107.473(kN)推力角度=45.843(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=346.444(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=17.322(kN)有效的滑动面长度=3.876(m)下滑力=373.344(kN)滑床反力R=241.344(kN)滑面抗滑力=97.509(kN)粘聚力抗滑力=46.509(kN)本块剩余下滑力=229.325(kN)本块下滑力角度=45.843(度)_____________________________________________本块始点X=4.600末点X=5.400上块传递推力=229.325(kN)推力角度=45.843(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=115.811(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=5.791(kN)有效的滑动面长度=1.148(m)下滑力=318.202(kN)滑床反力R=80.678(kN)滑面抗滑力=32.596(kN)粘聚力抗滑力=13.781(kN)本块剩余下滑力=271.825(kN)本块下滑力角度=45.843(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=4.600上块传递推力=271.825(kN)推力角度=45.843(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=726.502(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)138
本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=36.325(kN)有效的滑动面长度=5.385(m)下滑力=677.218(kN)滑床反力R=688.700(kN)滑面抗滑力=278.253(kN)粘聚力抗滑力=64.622(kN)本块剩余下滑力=334.343(kN)本块下滑力角度=31.329(度)_____________________________________________------------------------------------------------------------------------计算项目：29-29剖面自然+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0001.900023.7002.8001超载1距离0.000(m)宽4.640(m)荷载(164.65--142.45kPa)90.00(度)312.40012.9001超载1距离0.000(m)宽17.893(m)荷载(142.45--0.00kPa)90.00(度)47.6004.800059.3008.300069.4007.1000[土层信息]坡面节点数7编号X(m)Y(m)00.0000.000-10.0001.900-23.7004.700-316.10017.600-423.70022.400138
-533.00030.700-642.40037.800附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)111.5004.0000.00028.00030.00029.2003.9000.00028.00030.000316.80015.7000.00028.00030.00045.00014.1000.00028.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=42.400末点X=42.500上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=0.619(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.299(m)下滑力=0.584(kN)滑床反力R=0.207(kN)滑面抗滑力=0.120(kN)粘聚力抗滑力=8.378(kN)本块剩余下滑力=-7.913(kN)本块下滑力角度=70.475(度)_____________________________________________本块始点X=37.500末点X=42.400上块传递推力=-7.913(kN)推力角度=70.475(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=685.117(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=14.661(m)下滑力=637.807(kN)滑床反力R=228.979(kN)滑面抗滑力=132.201(kN)粘聚力抗滑力=410.510(kN)本块剩余下滑力=95.096(kN)本块下滑力角度=70.475(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=33.000末点X=37.500上块传递推力=95.096(kN)推力角度=70.475(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1260.833(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=6.159(m)下滑力=945.292(kN)滑床反力R=964.974(kN)滑面抗滑力=557.128(kN)粘聚力抗滑力=172.456(kN)本块剩余下滑力=215.708(kN)本块下滑力角度=43.062(度)_____________________________________________本块始点X=23.700末点X=33.000上块传递推力=215.708(kN)推力角度=43.062(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=2748.827(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)138
本块地震力=0.000(kN)有效的滑动面长度=12.729(m)下滑力=2092.561(kN)滑床反力R=2008.351(kN)滑面抗滑力=1159.522(kN)粘聚力抗滑力=356.409(kN)本块剩余下滑力=576.629(kN)本块下滑力角度=43.062(度)_____________________________________________本块始点X=20.700末点X=23.700上块传递推力=576.629(kN)推力角度=43.062(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=936.830(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.106(m)下滑力=1216.281(kN)滑床反力R=684.468(kN)滑面抗滑力=395.178(kN)粘聚力抗滑力=114.971(kN)本块剩余下滑力=706.133(kN)本块下滑力角度=43.062(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=16.100末点X=20.700上块传递推力=706.133(kN)推力角度=43.062(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1433.729(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.996(m)下滑力=1222.746(kN)滑床反力R=1562.560(kN)滑面抗滑力=902.145(kN)粘聚力抗滑力=139.895(kN)本块剩余下滑力=180.707(kN)本块下滑力角度=22.973(度)_____________________________________________本块始点X=11.500末点X=16.100上块传递推力=180.707(kN)推力角度=22.973(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1209.657(kN)本块总附加力Px=0.000(kN)Py=-175.373(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.996(m)下滑力=584.381(kN)滑床反力R=952.256(kN)滑面抗滑力=549.785(kN)粘聚力抗滑力=139.895(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=22.973(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=3.700末点X=11.500上块传递推力=0.000(kN)推力角度=22.973(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1225.568(kN)本块总附加力Px=0.000(kN)Py=-1099.056(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=8.258(m)下滑力=41.562(kN)滑床反力R=119.491(kN)滑面抗滑力=68.988(kN)粘聚力抗滑力=231.234(kN)本块剩余下滑力=-258.660(kN)本块下滑力角度=19.179(度)_____________________________________________本块始点X=0.000末点X=3.700上块传递推力=0.000(kN)推力角度=19.179(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=252.609(kN)本块总附加力Px=0.000(kN)Py=-592.281(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.917(m)下滑力=-370.250(kN)138
滑床反力R=-320.819(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=109.688(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=19.179(度)_____________________________________________------------------------------------------------------------------------计算项目：29-29剖面降雨+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0001.900023.7002.8001超载1距离0.000(m)宽4.640(m)荷载(164.65--142.45kPa)90.00(度)312.40012.9001超载1距离0.000(m)宽17.893(m)荷载(142.45--0.00kPa)90.00(度)47.6004.800059.3008.300069.4007.1000[土层信息]坡面节点数7编号X(m)Y(m)00.0000.000-10.0001.900138
-23.7004.700-316.10017.600-423.70022.400-533.00030.700-642.40037.800附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数123.700---25.00026.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)111.5004.0000.00025.00026.00029.2003.9000.00025.00026.000316.80015.7000.00025.00026.00045.00014.1000.00025.00026.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=42.400末点X=42.500上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=0.643(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.299(m)下滑力=0.606(kN)滑床反力R=0.215(kN)滑面抗滑力=0.105(kN)粘聚力抗滑力=7.480(kN)本块剩余下滑力=-6.978(kN)本块下滑力角度=70.475(度)_____________________________________________本块始点X=37.500末点X=42.400上块传递推力=-6.978(kN)推力角度=70.475(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=711.776(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=14.661(m)下滑力=663.867(kN)滑床反力R=237.889(kN)滑面抗滑力=116.026(kN)粘聚力抗滑力=366.527(kN)本块剩余下滑力=181.314(kN)本块下滑力角度=70.475(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=33.000末点X=37.500上块传递推力=181.314(kN)推力角度=70.475(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1309.892(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=6.159(m)下滑力=1055.326(kN)滑床反力R=1040.514(kN)滑面抗滑力=507.492(kN)粘聚力抗滑力=153.979(kN)本块剩余下滑力=393.855(kN)本块下滑力角度=43.062(度)_____________________________________________本块始点X=23.700末点X=33.000上块传递推力=393.855(kN)推力角度=43.062(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=2855.786(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)138
本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=12.729(m)下滑力=2343.737(kN)滑床反力R=2086.498(kN)滑面抗滑力=1017.653(kN)粘聚力抗滑力=318.222(kN)本块剩余下滑力=1007.862(kN)本块下滑力角度=43.062(度)_____________________________________________本块始点X=20.700末点X=23.700上块传递推力=1007.862(kN)推力角度=43.062(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=973.283(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.106(m)下滑力=1672.403(kN)滑床反力R=711.101(kN)滑面抗滑力=346.827(kN)粘聚力抗滑力=102.652(kN)本块剩余下滑力=1222.923(kN)本块下滑力角度=43.062(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=16.100末点X=20.700上块传递推力=1222.923(kN)推力角度=43.062(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1489.516(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.996(m)下滑力=1729.870(kN)滑床反力R=1791.428(kN)滑面抗滑力=873.738(kN)粘聚力抗滑力=124.906(kN)本块剩余下滑力=731.226(kN)本块下滑力角度=22.973(度)_____________________________________________本块始点X=11.500末点X=16.100上块传递推力=731.226(kN)推力角度=22.973(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1256.726(kN)本块总附加力Px=0.000(kN)Py=-175.373(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.996(m)下滑力=1153.270(kN)滑床反力R=995.591(kN)滑面抗滑力=485.582(kN)粘聚力抗滑力=124.906(kN)本块剩余下滑力=542.781(kN)本块下滑力角度=22.973(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=3.700末点X=11.500上块传递推力=542.781(kN)推力角度=22.973(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1273.256(kN)本块总附加力Px=0.000(kN)Py=-1099.056(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=8.258(m)下滑力=598.820(kN)滑床反力R=200.444(kN)滑面抗滑力=97.763(kN)粘聚力抗滑力=206.459(kN)本块剩余下滑力=294.598(kN)本块下滑力角度=19.179(度)_____________________________________________本块始点X=0.000末点X=3.700上块传递推力=294.598(kN)推力角度=19.179(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=262.438(kN)本块总附加力Px=0.000(kN)Py=-592.281(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)138
本块地震力=0.000(kN)有效的滑动面长度=3.917(m)下滑力=186.238(kN)滑床反力R=-311.536(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=97.936(kN)本块剩余下滑力=88.302(kN)本块下滑力角度=19.179(度)_____________________________________________------------------------------------------------------------------------计算项目：29-29剖面地震+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0001.900023.7002.8001超载1距离0.000(m)宽4.640(m)荷载(164.65--142.45kPa)90.00(度)312.40012.9001超载1距离0.000(m)宽17.893(m)荷载(142.45--0.00kPa)90.00(度)47.6004.800059.3008.300069.4007.1000[土层信息]坡面节点数7编号X(m)Y(m)00.0000.000-10.0001.900138
-23.7004.700-316.10017.600-423.70022.400-533.00030.700-642.40037.800附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)111.5004.0000.00028.00030.00029.2003.9000.00028.00030.000316.80015.7000.00028.00030.00045.00014.1000.00028.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=42.400末点X=42.500上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=0.619(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.031(kN)有效的滑动面长度=0.299(m)下滑力=0.615(kN)滑床反力R=0.207(kN)滑面抗滑力=0.120(kN)粘聚力抗滑力=8.378(kN)本块剩余下滑力=-7.882(kN)本块下滑力角度=70.475(度)_____________________________________________本块始点X=37.500末点X=42.400上块传递推力=-7.882(kN)推力角度=70.475(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=685.117(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=34.256(kN)有效的滑动面长度=14.661(m)下滑力=672.094(kN)滑床反力R=228.979(kN)滑面抗滑力=132.201(kN)粘聚力抗滑力=410.510(kN)本块剩余下滑力=129.383(kN)本块下滑力角度=70.475(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=33.000末点X=37.500上块传递推力=129.383(kN)推力角度=70.475(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1260.833(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=63.042(kN)有效的滑动面长度=6.159(m)下滑力=1038.771(kN)滑床反力R=980.760(kN)滑面抗滑力=566.242(kN)粘聚力抗滑力=172.456(kN)本块剩余下滑力=300.073(kN)本块下滑力角度=43.062(度)_____________________________________________本块始点X=23.700末点X=33.000上块传递推力=300.073(kN)推力角度=43.062(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=2748.827(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)138
本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=137.441(kN)有效的滑动面长度=12.729(m)下滑力=2314.366(kN)滑床反力R=2008.351(kN)滑面抗滑力=1159.522(kN)粘聚力抗滑力=356.409(kN)本块剩余下滑力=798.435(kN)本块下滑力角度=43.062(度)_____________________________________________本块始点X=20.700末点X=23.700上块传递推力=798.435(kN)推力角度=43.062(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=936.830(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=46.842(kN)有效的滑动面长度=4.106(m)下滑力=1484.928(kN)滑床反力R=684.468(kN)滑面抗滑力=395.178(kN)粘聚力抗滑力=114.971(kN)本块剩余下滑力=974.780(kN)本块下滑力角度=43.062(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=16.100末点X=20.700上块传递推力=974.780(kN)推力角度=43.062(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1433.729(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=71.686(kN)有效的滑动面长度=4.996(m)下滑力=1546.736(kN)滑床反力R=1654.834(kN)滑面抗滑力=955.419(kN)粘聚力抗滑力=139.895(kN)本块剩余下滑力=451.422(kN)本块下滑力角度=22.973(度)_____________________________________________本块始点X=11.500末点X=16.100上块传递推力=451.422(kN)推力角度=22.973(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1209.657(kN)本块总附加力Px=0.000(kN)Py=-175.373(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=60.483(kN)有效的滑动面长度=4.996(m)下滑力=915.579(kN)滑床反力R=952.256(kN)滑面抗滑力=549.785(kN)粘聚力抗滑力=139.895(kN)本块剩余下滑力=225.899(kN)本块下滑力角度=22.973(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=3.700末点X=11.500上块传递推力=225.899(kN)推力角度=22.973(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1225.568(kN)本块总附加力Px=0.000(kN)Py=-1099.056(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=61.278(kN)有效的滑动面长度=8.258(m)下滑力=328.244(kN)滑床反力R=134.437(kN)滑面抗滑力=77.617(kN)粘聚力抗滑力=231.234(kN)本块剩余下滑力=19.392(kN)本块下滑力角度=19.179(度)_____________________________________________本块始点X=0.000末点X=3.700上块传递推力=19.392(kN)推力角度=19.179(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=252.609(kN)本块总附加力Px=0.000(kN)Py=-592.281(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)138
本块地震力=12.630(kN)有效的滑动面长度=3.917(m)下滑力=-79.567(kN)滑床反力R=-320.819(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=109.688(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=19.179(度)_____________________________________________------------------------------------------------------------------------计算项目：31-31剖面自然+规划（深层滑坡）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0007.200023.2003.800034.3002.900046.7005.900055.5004.900062.6003.0000[土层信息]坡面节点数7编号X(m)Y(m)00.0000.000-10.0007.200-23.20011.000-37.50013.900-414.20019.800138
-519.70024.700-622.30027.700附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)15.3003.5000.00028.00030.00027.0007.5000.00028.00030.00037.5009.8000.00028.00030.00042.4006.8000.00028.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=19.800末点X=22.191上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=123.362(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.184(m)下滑力=116.329(kN)滑床反力R=41.057(kN)滑面抗滑力=23.704(kN)粘聚力抗滑力=201.140(kN)本块剩余下滑力=-108.516(kN)本块下滑力角度=70.560(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=19.700末点X=19.800上块传递推力=0.000(kN)推力角度=70.560(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=10.339(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.165(m)下滑力=8.210(kN)滑床反力R=6.284(kN)滑面抗滑力=3.628(kN)粘聚力抗滑力=4.607(kN)本块剩余下滑力=-0.024(kN)本块下滑力角度=52.573(度)_____________________________________________本块始点X=14.200末点X=19.700上块传递推力=-0.024(kN)推力角度=52.573(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=731.345(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=9.050(m)下滑力=580.757(kN)滑床反力R=444.475(kN)滑面抗滑力=256.618(kN)粘聚力抗滑力=253.393(kN)本块剩余下滑力=70.745(kN)本块下滑力角度=52.573(度)_____________________________________________本块始点X=12.300末点X=14.200上块传递推力=70.745(kN)推力角度=52.573(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=328.240(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)138
本块地震力=0.000(kN)有效的滑动面长度=3.126(m)下滑力=331.410(kN)滑床反力R=199.488(kN)滑面抗滑力=115.175(kN)粘聚力抗滑力=87.536(kN)本块剩余下滑力=128.700(kN)本块下滑力角度=52.573(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=7.500末点X=12.300上块传递推力=128.700(kN)推力角度=52.573(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=935.668(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.035(m)下滑力=812.111(kN)滑床反力R=650.978(kN)滑面抗滑力=375.842(kN)粘聚力抗滑力=196.976(kN)本块剩余下滑力=239.293(kN)本块下滑力角度=46.975(度)_____________________________________________本块始点X=5.300末点X=7.500上块传递推力=239.293(kN)推力角度=46.975(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=479.435(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.224(m)下滑力=589.786(kN)滑床反力R=327.127(kN)滑面抗滑力=188.867(kN)粘聚力抗滑力=90.280(kN)本块剩余下滑力=310.639(kN)本块下滑力角度=46.975(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=3.200末点X=5.300上块传递推力=310.639(kN)推力角度=46.975(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=480.416(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.517(m)下滑力=566.750(kN)滑床反力R=473.592(kN)滑面抗滑力=273.429(kN)粘聚力抗滑力=70.464(kN)本块剩余下滑力=222.857(kN)本块下滑力角度=33.440(度)_____________________________________________本块始点X=0.000末点X=3.200上块传递推力=222.857(kN)推力角度=33.440(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=661.489(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.835(m)下滑力=587.379(kN)滑床反力R=551.989(kN)滑面抗滑力=318.691(kN)粘聚力抗滑力=107.374(kN)本块剩余下滑力=161.313(kN)本块下滑力角度=33.440(度)_____________________________________________138
------------------------------------------------------------------------计算项目：31-31剖面降雨+规划（深层滑坡）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0007.200023.2003.800034.3002.900046.7005.900055.5004.900062.6003.0000[土层信息]坡面节点数7编号X(m)Y(m)00.0000.000-10.0007.200-23.20011.000-37.50013.900-414.20019.800-519.70024.700-622.30027.700附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数123.700---25.00026.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)15.3003.5000.00025.00026.00027.0007.5000.00025.00026.00037.5009.8000.00025.00026.00042.4006.8000.00025.00026.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=19.800末点X=22.191上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=128.162(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.184(m)下滑力=120.855(kN)滑床反力R=42.655(kN)滑面抗滑力=20.804(kN)粘聚力抗滑力=179.589(kN)本块剩余下滑力=-79.538(kN)本块下滑力角度=70.560(度)138
_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=19.700末点X=19.800上块传递推力=0.000(kN)推力角度=70.560(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=10.741(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.165(m)下滑力=8.530(kN)滑床反力R=6.528(kN)滑面抗滑力=3.184(kN)粘聚力抗滑力=4.113(kN)本块剩余下滑力=1.233(kN)本块下滑力角度=52.573(度)_____________________________________________本块始点X=14.200末点X=19.700上块传递推力=1.233(kN)推力角度=52.573(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=759.802(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=9.050(m)下滑力=604.612(kN)滑床反力R=461.770(kN)滑面抗滑力=225.220(kN)粘聚力抗滑力=226.244(kN)本块剩余下滑力=153.148(kN)本块下滑力角度=52.573(度)_____________________________________________本块始点X=12.300末点X=14.200上块传递推力=153.148(kN)推力角度=52.573(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=341.012(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.126(m)下滑力=423.955(kN)滑床反力R=207.250(kN)滑面抗滑力=101.083(kN)粘聚力抗滑力=78.157(kN)本块剩余下滑力=244.715(kN)本块下滑力角度=52.573(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=7.500末点X=12.300上块传递推力=244.715(kN)推力角度=52.573(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=972.076(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.035(m)下滑力=954.189(kN)滑床反力R=687.137(kN)滑面抗滑力=335.139(kN)粘聚力抗滑力=175.871(kN)本块剩余下滑力=443.179(kN)本块下滑力角度=46.975(度)_____________________________________________本块始点X=5.300末点X=7.500上块传递推力=443.179(kN)推力角度=46.975(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=498.090(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.224(m)下滑力=807.310(kN)滑床反力R=339.856(kN)滑面抗滑力=165.759(kN)粘聚力抗滑力=80.608(kN)本块剩余下滑力=560.944(kN)本块下滑力角度=46.975(度)_____________________________________________**********************************************第4块滑体(直线滑动面)138
*********************************************本块始点X=3.200末点X=5.300上块传递推力=560.944(kN)推力角度=46.975(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=499.109(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.517(m)下滑力=820.405(kN)滑床反力R=547.773(kN)滑面抗滑力=267.167(kN)粘聚力抗滑力=62.915(kN)本块剩余下滑力=490.324(kN)本块下滑力角度=33.440(度)_____________________________________________本块始点X=0.000末点X=3.200上块传递推力=490.324(kN)推力角度=33.440(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=687.228(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.835(m)下滑力=869.028(kN)滑床反力R=573.467(kN)滑面抗滑力=279.699(kN)粘聚力抗滑力=95.870(kN)本块剩余下滑力=493.460(kN)本块下滑力角度=33.440(度)_____________________________________________------------------------------------------------------------------------计算项目：31-31剖面地震+规划（深层滑坡）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0007.200023.2003.800034.3002.900046.7005.900055.5004.900062.6003.0000[土层信息]坡面节点数7编号X(m)Y(m)00.0000.000-10.0007.200-23.20011.000138
-37.50013.900-414.20019.800-519.70024.700-622.30027.700附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)15.3003.5000.00028.00030.00027.0007.5000.00028.00030.00037.5009.8000.00028.00030.00042.4006.8000.00028.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=19.800末点X=22.191上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=123.362(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=6.168(kN)有效的滑动面长度=7.184(m)下滑力=122.497(kN)滑床反力R=41.057(kN)滑面抗滑力=23.704(kN)粘聚力抗滑力=201.140(kN)本块剩余下滑力=-102.348(kN)本块下滑力角度=70.560(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=19.700末点X=19.800上块传递推力=0.000(kN)推力角度=70.560(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=10.339(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.517(kN)有效的滑动面长度=0.165(m)下滑力=8.727(kN)滑床反力R=6.284(kN)滑面抗滑力=3.628(kN)粘聚力抗滑力=4.607(kN)本块剩余下滑力=0.493(kN)本块下滑力角度=52.573(度)_____________________________________________本块始点X=14.200末点X=19.700上块传递推力=0.493(kN)推力角度=52.573(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=731.345(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=36.567(kN)有效的滑动面长度=9.050(m)下滑力=617.841(kN)滑床反力R=444.475(kN)滑面抗滑力=256.618(kN)粘聚力抗滑力=253.393(kN)本块剩余下滑力=107.830(kN)本块下滑力角度=52.573(度)_____________________________________________本块始点X=12.300末点X=14.200上块传递推力=107.830(kN)推力角度=52.573(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=328.240(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)138
本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=16.412(kN)有效的滑动面长度=3.126(m)下滑力=384.906(kN)滑床反力R=199.488(kN)滑面抗滑力=115.175(kN)粘聚力抗滑力=87.536(kN)本块剩余下滑力=182.196(kN)本块下滑力角度=52.573(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=7.500末点X=12.300上块传递推力=182.196(kN)推力角度=52.573(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=935.668(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=46.783(kN)有效的滑动面长度=7.035(m)下滑力=912.136(kN)滑床反力R=656.196(kN)滑面抗滑力=378.855(kN)粘聚力抗滑力=196.976(kN)本块剩余下滑力=336.305(kN)本块下滑力角度=46.975(度)_____________________________________________本块始点X=5.300末点X=7.500上块传递推力=336.305(kN)推力角度=46.975(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=479.435(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=23.972(kN)有效的滑动面长度=3.224(m)下滑力=710.770(kN)滑床反力R=327.127(kN)滑面抗滑力=188.867(kN)粘聚力抗滑力=90.280(kN)本块剩余下滑力=431.622(kN)本块下滑力角度=46.975(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=3.200末点X=5.300上块传递推力=431.622(kN)推力角度=46.975(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=480.416(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=24.021(kN)有效的滑动面长度=2.517(m)下滑力=708.394(kN)滑床反力R=501.907(kN)滑面抗滑力=289.776(kN)粘聚力抗滑力=70.464(kN)本块剩余下滑力=348.154(kN)本块下滑力角度=33.440(度)_____________________________________________本块始点X=0.000末点X=3.200上块传递推力=348.154(kN)推力角度=33.440(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=661.489(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=33.074(kN)有效的滑动面长度=3.835(m)下滑力=745.749(kN)滑床反力R=551.989(kN)滑面抗滑力=318.691(kN)粘聚力抗滑力=107.374(kN)本块剩余下滑力=319.684(kN)本块下滑力角度=33.440(度)_____________________________________________138
-----------------------------------------------------------------------计算项目：34-34剖面自然+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数7坡面线号水平投影(m)竖直投影(m)超载数10.0006.000021.6000.400030.5004.700043.9003.700056.2009.2000612.90013.1000720.70016.6000[土层信息]坡面节点数8编号X(m)Y(m)00.0000.000-10.0006.000-21.6006.400-32.10011.100-46.00014.800-512.20024.000-625.10037.100-745.80053.700附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数5滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)18.9008.9000.00028.00030.00025.50011.1000.00028.00030.00039.90011.3000.00028.00030.00049.6007.6000.00028.00030.000512.00014.9000.00010.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=45.800末点X=45.819上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=0.006(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)138
有效的滑动面长度=0.031(m)下滑力=0.005(kN)滑床反力R=0.004(kN)滑面抗滑力=0.002(kN)粘聚力抗滑力=0.310(kN)本块剩余下滑力=-0.308(kN)本块下滑力角度=51.153(度)_____________________________________________本块始点X=33.900末点X=45.800上块传递推力=-0.308(kN)推力角度=51.153(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=807.571(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=18.972(m)下滑力=628.649(kN)滑床反力R=506.542(kN)滑面抗滑力=292.452(kN)粘聚力抗滑力=189.720(kN)本块剩余下滑力=146.477(kN)本块下滑力角度=51.153(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=25.100末点X=33.900上块传递推力=146.477(kN)推力角度=51.153(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1178.709(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=11.224(m)下滑力=874.473(kN)滑床反力R=956.578(kN)滑面抗滑力=552.281(kN)粘聚力抗滑力=314.267(kN)本块剩余下滑力=7.925(kN)本块下滑力角度=38.367(度)_____________________________________________本块始点X=24.300末点X=25.100上块传递推力=7.925(kN)推力角度=38.367(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=104.386(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.020(m)下滑力=72.718(kN)滑床反力R=81.843(kN)滑面抗滑力=47.252(kN)粘聚力抗滑力=28.570(kN)本块剩余下滑力=-3.104(kN)本块下滑力角度=38.367(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=14.400末点X=24.300上块传递推力=0.000(kN)推力角度=38.367(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1427.569(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=15.023(m)下滑力=1073.767(kN)滑床反力R=940.734(kN)滑面抗滑力=543.133(kN)粘聚力抗滑力=420.653(kN)本块剩余下滑力=109.981(kN)本块下滑力角度=48.778(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=12.200末点X=14.400上块传递推力=109.981(kN)推力角度=48.778(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=414.837(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)138
有效的滑动面长度=4.955(m)下滑力=478.010(kN)滑床反力R=155.968(kN)滑面抗滑力=90.048(kN)粘聚力抗滑力=138.744(kN)本块剩余下滑力=49.217(kN)本块下滑力角度=63.642(度)_____________________________________________本块始点X=8.900末点X=12.200上块传递推力=49.217(kN)推力角度=63.642(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=790.566(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.433(m)下滑力=957.593(kN)滑床反力R=350.997(kN)滑面抗滑力=202.648(kN)粘聚力抗滑力=208.117(kN)本块剩余下滑力=146.828(kN)本块下滑力角度=63.642(度)_____________________________________________**********************************************第5块滑体(直线滑动面)*********************************************本块始点X=6.000末点X=8.900上块传递推力=146.828(kN)推力角度=63.642(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=708.155(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.101(m)下滑力=1018.880(kN)滑床反力R=675.535(kN)滑面抗滑力=390.020(kN)粘聚力抗滑力=114.834(kN)本块剩余下滑力=114.026(kN)本块下滑力角度=45.000(度)_____________________________________________本块始点X=2.100末点X=6.000上块传递推力=114.026(kN)推力角度=45.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=292.047(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.515(m)下滑力=1144.798(kN)滑床反力R=630.773(kN)滑面抗滑力=364.177(kN)粘聚力抗滑力=154.432(kN)本块剩余下滑力=226.189(kN)本块下滑力角度=45.000(度)_____________________________________________本块始点X=1.600末点X=2.100上块传递推力=226.189(kN)推力角度=45.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=88.665(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.707(m)下滑力=688.885(kN)滑床反力R=62.696(kN)滑面抗滑力=36.197(kN)粘聚力抗滑力=19.799(kN)本块剩余下滑力=632.889(kN)本块下滑力角度=45.000(度)_____________________________________________本块始点X=0.000末点X=1.600上块传递推力=232.889(kN)推力角度=45.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=222.048(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.263(m)下滑力=289.900(kN)滑床反力R=157.012(kN)滑面抗滑力=90.651(kN)粘聚力抗滑力=63.357(kN)本块剩余下滑力=235.893(kN)本块下滑力角度=45.000(度)_____________________________________________138
------------------------------------------------------------------------计算项目：34-34剖面降雨+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数7坡面线号水平投影(m)竖直投影(m)超载数10.0006.000021.6000.400030.5004.700043.9003.700056.2009.2000612.90013.1000720.70016.6000[土层信息]坡面节点数8编号X(m)Y(m)00.0000.000-10.0006.000-21.6006.400-32.10011.100-46.00014.800-512.20024.000-625.10037.100-745.80053.700附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数123.700---25.00026.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数5滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)18.9008.9000.00025.00026.00025.50011.1000.00025.00026.00039.90011.3000.00025.00026.00049.6007.6000.00025.00026.000512.00014.9000.00025.00026.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=45.800末点X=45.819上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=0.006(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)138
有效的滑动面长度=0.031(m)下滑力=0.005(kN)滑床反力R=0.004(kN)滑面抗滑力=0.002(kN)粘聚力抗滑力=0.776(kN)本块剩余下滑力=0.773(kN)本块下滑力角度=51.153(度)_____________________________________________本块始点X=33.900末点X=45.800上块传递推力=-0.773(kN)推力角度=51.153(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=838.993(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=18.972(m)下滑力=652.656(kN)滑床反力R=526.252(kN)滑面抗滑力=256.670(kN)粘聚力抗滑力=474.299(kN)本块剩余下滑力=8.313(kN)本块下滑力角度=51.153(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=25.100末点X=33.900上块传递推力=0.000(kN)推力角度=51.153(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1224.573(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=11.224(m)下滑力=760.096(kN)滑床反力R=960.122(kN)滑面抗滑力=468.283(kN)粘聚力抗滑力=280.596(kN)本块剩余下滑力=11.217(kN)本块下滑力角度=38.367(度)_____________________________________________本块始点X=24.300末点X=25.100上块传递推力=11.217(kN)推力角度=38.367(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=108.447(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.020(m)下滑力=78.531(kN)滑床反力R=85.028(kN)滑面抗滑力=41.471(kN)粘聚力抗滑力=25.509(kN)本块剩余下滑力=11.552(kN)本块下滑力角度=38.367(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=14.400末点X=24.300上块传递推力=11.552(kN)推力角度=38.367(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1483.117(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=15.023(m)下滑力=126.909(kN)滑床反力R=975.251(kN)滑面抗滑力=475.662(kN)粘聚力抗滑力=375.583(kN)本块剩余下滑力=75.664(kN)本块下滑力角度=48.778(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=12.200末点X=14.400上块传递推力=275.664(kN)推力角度=48.778(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=430.978(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)138
有效的滑动面长度=4.955(m)下滑力=52.613(kN)滑床反力R=120.633(kN)滑面抗滑力=58.837(kN)粘聚力抗滑力=123.879(kN)本块剩余下滑力=69.897(kN)本块下滑力角度=63.642(度)_____________________________________________本块始点X=8.900末点X=12.200上块传递推力=69.897(kN)推力角度=63.642(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=821.327(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.433(m)下滑力=205.836(kN)滑床反力R=364.654(kN)滑面抗滑力=177.854(kN)粘聚力抗滑力=185.819(kN)本块剩余下滑力=42.163(kN)本块下滑力角度=63.642(度)_____________________________________________**********************************************第5块滑体(直线滑动面)*********************************************本块始点X=6.000末点X=8.900上块传递推力=42.163(kN)推力角度=63.642(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=735.710(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.101(m)下滑力=318.205(kN)滑床反力R=789.423(kN)滑面抗滑力=385.028(kN)粘聚力抗滑力=102.530(kN)本块剩余下滑力=30.647(kN)本块下滑力角度=45.000(度)_____________________________________________本块始点X=2.100末点X=6.000上块传递推力=30.647(kN)推力角度=45.000(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=23.757(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.515(m)下滑力=1485.963(kN)滑床反力R=655.316(kN)滑面抗滑力=319.619(kN)粘聚力抗滑力=137.886(kN)本块剩余下滑力=128.458(kN)本块下滑力角度=45.000(度)_____________________________________________本块始点X=1.600末点X=2.100上块传递推力=128.458(kN)推力角度=45.000(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=92.115(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.707(m)下滑力=1093.594(kN)滑床反力R=65.135(kN)滑面抗滑力=31.769(kN)粘聚力抗滑力=17.678(kN)本块剩余下滑力=144.147(kN)本块下滑力角度=45.000(度)_____________________________________________本块始点X=0.000末点X=1.600上块传递推力=144.147(kN)推力角度=45.000(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=230.688(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.263(m)下滑力=1207.268(kN)滑床反力R=163.121(kN)滑面抗滑力=79.559(kN)粘聚力抗滑力=56.569(kN)本块剩余下滑力=371.140(kN)本块下滑力角度=45.000(度)_____________________________________________138
------------------------------------------------------------------------计算项目：34-34剖面地震+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000[坡面信息]坡面线段数7坡面线号水平投影(m)竖直投影(m)超载数10.0006.000021.6000.400030.5004.700043.9003.700056.2009.2000612.90013.1000720.70016.6000[土层信息]坡面节点数8编号X(m)Y(m)00.0000.000-10.0006.000-21.6006.400-32.10011.100-46.00014.800-512.20024.000-625.10037.100-745.80053.700附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数5滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)18.9008.9000.00028.00030.00025.50011.1000.00028.00030.00039.90011.3000.00028.00030.00049.6007.6000.00028.00030.000512.00014.9000.00028.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=45.800末点X=45.819上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=0.006(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)138
有效的滑动面长度=0.031(m)下滑力=0.005(kN)滑床反力R=0.004(kN)滑面抗滑力=0.002(kN)粘聚力抗滑力=0.869(kN)本块剩余下滑力=0.866(kN)本块下滑力角度=51.153(度)_____________________________________________本块始点X=33.900末点X=45.800上块传递推力=0.866(kN)推力角度=51.153(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=807.571(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=40.379(kN)有效的滑动面长度=18.972(m)下滑力=668.469(kN)滑床反力R=506.542(kN)滑面抗滑力=292.452(kN)粘聚力抗滑力=531.215(kN)本块剩余下滑力=155.198(kN)本块下滑力角度=51.153(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=25.100末点X=33.900上块传递推力=0.000(kN)推力角度=51.153(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1178.709(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=58.935(kN)有效的滑动面长度=11.224(m)下滑力=790.564(kN)滑床反力R=924.162(kN)滑面抗滑力=533.565(kN)粘聚力抗滑力=314.267(kN)本块剩余下滑力=57.269(kN)本块下滑力角度=38.367(度)_____________________________________________本块始点X=24.300末点X=25.100上块传递推力=57.269(kN)推力角度=38.367(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=104.386(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=5.219(kN)有效的滑动面长度=1.020(m)下滑力=12.743(kN)滑床反力R=81.843(kN)滑面抗滑力=47.252(kN)粘聚力抗滑力=28.570(kN)本块剩余下滑力=63.079(kN)本块下滑力角度=38.367(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=14.400末点X=24.300上块传递推力=0.000(kN)推力角度=38.367(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1427.569(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=71.378(kN)有效的滑动面长度=15.023(m)下滑力=1145.145(kN)滑床反力R=940.734(kN)滑面抗滑力=543.133(kN)粘聚力抗滑力=420.653(kN)本块剩余下滑力=81.359(kN)本块下滑力角度=48.778(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=12.200末点X=14.400上块传递推力=81.359(kN)推力角度=48.778(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=414.837(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=20.742(kN)138
有效的滑动面长度=4.955(m)下滑力=67.742(kN)滑床反力R=137.658(kN)滑面抗滑力=79.477(kN)粘聚力抗滑力=138.744(kN)本块剩余下滑力=49.520(kN)本块下滑力角度=63.642(度)_____________________________________________本块始点X=8.900末点X=12.200上块传递推力=49.520(kN)推力角度=63.642(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=790.566(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=39.528(kN)有效的滑动面长度=7.433(m)下滑力=1097.424(kN)滑床反力R=350.997(kN)滑面抗滑力=202.648(kN)粘聚力抗滑力=208.117(kN)本块剩余下滑力=86.659(kN)本块下滑力角度=63.642(度)_____________________________________________**********************************************第5块滑体(直线滑动面)*********************************************本块始点X=6.000末点X=8.900上块传递推力=686.659(kN)推力角度=63.642(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=708.155(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=35.408(kN)有效的滑动面长度=4.101(m)下滑力=1186.783(kN)滑床反力R=720.232(kN)滑面抗滑力=415.826(kN)粘聚力抗滑力=114.834(kN)本块剩余下滑力=56.123(kN)本块下滑力角度=45.000(度)_____________________________________________本块始点X=2.100末点X=6.000上块传递推力=56.123(kN)推力角度=45.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=892.047(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=44.602(kN)有效的滑动面长度=5.515(m)下滑力=1331.498(kN)滑床反力R=630.773(kN)滑面抗滑力=364.177(kN)粘聚力抗滑力=154.432(kN)本块剩余下滑力=212.889(kN)本块下滑力角度=45.000(度)_____________________________________________本块始点X=1.600末点X=2.100上块传递推力=212.889(kN)推力角度=45.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=88.665(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=4.433(kN)有效的滑动面长度=0.707(m)下滑力=880.018(kN)滑床反力R=62.696(kN)滑面抗滑力=36.197(kN)粘聚力抗滑力=19.799(kN)本块剩余下滑力=224.021(kN)本块下滑力角度=45.000(度)_____________________________________________本块始点X=0.000末点X=1.600上块传递推力=224.021(kN)推力角度=45.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=222.048(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=11.102(kN)有效的滑动面长度=2.263(m)下滑力=392.135(kN)滑床反力R=157.012(kN)滑面抗滑力=90.651(kN)粘聚力抗滑力=63.357(kN)本块剩余下滑力=238.128(kN)本块下滑力角度=45.000(度)_____________________________________________138
------------------------------------------------------------------------计算项目：38-38剖面自然+规划（浅层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0006.800021.9001.100031.4001.900041.3000.000053.3003.9000614.20019.3000[土层信息]坡面节点数7编号X(m)Y(m)00.0000.000-10.0006.800-21.9007.900-33.3009.800-44.6009.800-57.90013.700-622.10033.000附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数118.500---12.00022.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)14.6003.9000.00012.00022.000210.90015.4000.00012.00022.00036.60014.0000.00012.00022.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=15.500末点X=21.706上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=271.518(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=14.555(m)下滑力=245.595(kN)滑床反力R=115.781(kN)滑面抗滑力=46.778(kN)粘聚力抗滑力=174.654(kN)本块剩余下滑力=24.163(kN)138
本块下滑力角度=64.759(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=7.900末点X=15.500上块传递推力=24.163(kN)推力角度=64.759(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=693.664(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=13.155(m)下滑力=589.983(kN)滑床反力R=404.962(kN)滑面抗滑力=163.615(kN)粘聚力抗滑力=157.861(kN)本块剩余下滑力=268.506(kN)本块下滑力角度=54.709(度)_____________________________________________本块始点X=4.600末点X=7.900上块传递推力=268.506(kN)推力角度=54.709(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=336.923(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.712(m)下滑力=543.514(kN)滑床反力R=194.648(kN)滑面抗滑力=78.643(kN)粘聚力抗滑力=68.545(kN)本块剩余下滑力=396.326(kN)本块下滑力角度=54.709(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=3.300末点X=4.600上块传递推力=396.326(kN)推力角度=54.709(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=155.149(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.704(m)下滑力=484.177(kN)滑床反力R=217.019(kN)滑面抗滑力=87.681(kN)粘聚力抗滑力=20.452(kN)本块剩余下滑力=376.044(kN)本块下滑力角度=40.292(度)_____________________________________________本块始点X=1.900末点X=3.300上块传递推力=376.044(kN)推力角度=40.292(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=172.122(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.835(m)下滑力=487.353(kN)滑床反力R=131.288(kN)滑面抗滑力=53.044(kN)粘聚力抗滑力=22.025(kN)本块剩余下滑力=412.284(kN)本块下滑力角度=40.292(度)_____________________________________________本块始点X=0.000末点X=1.900上块传递推力=412.284(kN)推力角度=40.292(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=230.041(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.491(m)下滑力=561.048(kN)滑床反力R=175.466(kN)滑面抗滑力=70.893(kN)粘聚力抗滑力=29.892(kN)本块剩余下滑力=460.264(kN)本块下滑力角度=40.292(度)_____________________________________________138
------------------------------------------------------------------------计算项目：38-38剖面降雨+规划（浅层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0006.800021.9001.100031.4001.900041.3000.000053.3003.9000614.20019.3000[土层信息]坡面节点数7编号X(m)Y(m)00.0000.000-10.0006.800-21.9007.900-33.3009.800-44.6009.800-57.90013.700-622.10033.000附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数119.800---10.00016.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)14.6003.9000.00010.00016.000210.90015.4000.00010.00016.00036.60014.0000.00010.00016.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=15.500末点X=21.706上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=290.598(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=14.555(m)下滑力=262.853(kN)滑床反力R=123.917(kN)滑面抗滑力=35.533(kN)粘聚力抗滑力=145.545(kN)本块剩余下滑力=81.776(kN)本块下滑力角度=64.759(度)138
_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=7.900末点X=15.500上块传递推力=81.776(kN)推力角度=64.759(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=742.408(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=13.155(m)下滑力=686.498(kN)滑床反力R=443.177(kN)滑面抗滑力=127.079(kN)粘聚力抗滑力=131.551(kN)本块剩余下滑力=427.868(kN)本块下滑力角度=54.709(度)_____________________________________________本块始点X=4.600末点X=7.900上块传递推力=427.868(kN)推力角度=54.709(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=360.599(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.712(m)下滑力=722.201(kN)滑床反力R=208.326(kN)滑面抗滑力=59.737(kN)粘聚力抗滑力=57.121(kN)本块剩余下滑力=605.344(kN)本块下滑力角度=54.709(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=3.300末点X=4.600上块传递推力=605.344(kN)推力角度=54.709(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=166.051(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.704(m)下滑力=693.663(kN)滑床反力R=277.376(kN)滑面抗滑力=79.536(kN)粘聚力抗滑力=17.043(kN)本块剩余下滑力=597.083(kN)本块下滑力角度=40.292(度)_____________________________________________本块始点X=1.900末点X=3.300上块传递推力=597.083(kN)推力角度=40.292(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=184.217(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.835(m)下滑力=716.214(kN)滑床反力R=140.513(kN)滑面抗滑力=40.291(kN)粘聚力抗滑力=18.354(kN)本块剩余下滑力=657.568(kN)本块下滑力角度=40.292(度)_____________________________________________本块始点X=0.000末点X=1.900上块传递推力=657.568(kN)推力角度=40.292(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=246.207(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.491(m)下滑力=816.786(kN)滑床反力R=187.796(kN)滑面抗滑力=53.850(kN)粘聚力抗滑力=24.910(kN)本块剩余下滑力=738.027(kN)本块下滑力角度=40.292(度)_____________________________________________138
------------------------------------------------------------------------计算项目：38-38剖面地震+规划（浅层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000[坡面信息]坡面线段数6坡面线号水平投影(m)竖直投影(m)超载数10.0006.800021.9001.100031.4001.900041.3000.000053.3003.9000614.20019.3000[土层信息]坡面节点数7编号X(m)Y(m)00.0000.000-10.0006.800-21.9007.900-33.3009.800-44.6009.800-57.90013.700-622.10033.000附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数118.500---12.00022.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)14.6003.9000.00012.00022.000210.90015.4000.00012.00022.00036.60014.0000.00012.00022.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=15.500末点X=21.706上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=271.518(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=13.576(kN)有效的滑动面长度=14.555(m)下滑力=259.171(kN)滑床反力R=115.781(kN)滑面抗滑力=46.778(kN)粘聚力抗滑力=174.654(kN)138
本块剩余下滑力=37.739(kN)本块下滑力角度=64.759(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=7.900末点X=15.500上块传递推力=37.739(kN)推力角度=64.759(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=693.664(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=34.683(kN)有效的滑动面长度=13.155(m)下滑力=638.034(kN)滑床反力R=407.331(kN)滑面抗滑力=164.573(kN)粘聚力抗滑力=157.861(kN)本块剩余下滑力=315.600(kN)本块下滑力角度=54.709(度)_____________________________________________本块始点X=4.600末点X=7.900上块传递推力=315.600(kN)推力角度=54.709(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=336.923(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=16.846(kN)有效的滑动面长度=5.712(m)下滑力=607.454(kN)滑床反力R=194.648(kN)滑面抗滑力=78.643(kN)粘聚力抗滑力=68.545(kN)本块剩余下滑力=460.266(kN)本块下滑力角度=54.709(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=3.300末点X=4.600上块传递推力=460.266(kN)推力角度=54.709(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=155.149(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=7.757(kN)有效的滑动面长度=1.704(m)下滑力=553.861(kN)滑床反力R=232.939(kN)滑面抗滑力=94.113(kN)粘聚力抗滑力=20.452(kN)本块剩余下滑力=439.296(kN)本块下滑力角度=40.292(度)_____________________________________________本块始点X=1.900末点X=3.300上块传递推力=439.296(kN)推力角度=40.292(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=172.122(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=8.606(kN)有效的滑动面长度=1.835(m)下滑力=559.211(kN)滑床反力R=131.288(kN)滑面抗滑力=53.044(kN)粘聚力抗滑力=22.025(kN)本块剩余下滑力=484.142(kN)本块下滑力角度=40.292(度)_____________________________________________本块始点X=0.000末点X=1.900上块传递推力=484.142(kN)推力角度=40.292(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=230.041(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=11.502(kN)有效的滑动面长度=2.491(m)下滑力=644.408(kN)滑床反力R=175.466(kN)滑面抗滑力=70.893(kN)粘聚力抗滑力=29.892(kN)本块剩余下滑力=543.624(kN)本块下滑力角度=40.292(度)_____________________________________________138
------------------------------------------------------------------------计算项目：38-38剖面自然+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数10坡面线号水平投影(m)竖直投影(m)超载数10.0004.9000222.20032.3001超载1距离0.000(m)宽39.139(m)荷载(125.80--0.00kPa)90.00(度)316.00022.900047.1006.3001超载1距离0.000(m)宽9.492(m)荷载(1.00--59.20kPa)90.00(度)55.6002.8001超载1距离0.000(m)宽6.261(m)荷载(59.20--57.35kPa)90.00(度)62.9003.1001超载1距离0.000(m)宽4.245(m)荷载(57.35--129.50kPa)90.00(度)72.20011.0001超载1距离0.000(m)宽11.000(m)荷载(129.50--0.00kPa)90.00(度)81.2005.600098.5006.50001010.0005.0000[土层信息]坡面节点数11编号X(m)Y(m)00.0000.000-10.0004.900-222.20037.200-338.20060.100-445.30066.400-550.90069.200-653.80072.300-756.00083.300-857.20088.900-965.70095.400-1075.700100.400附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)142.10057.6000.00028.00030.000213.40013.0000.00028.00030.00036.50015.2000.00028.00030.00043.7009.7000.00028.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------*********************************************138
*第1块滑体(直线滑动面)*********************************************本块始点X=62.000末点X=65.646上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=317.223(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=10.231(m)下滑力=296.393(kN)滑床反力R=113.057(kN)滑面抗滑力=65.273(kN)粘聚力抗滑力=286.457(kN)本块剩余下滑力=-55.338(kN)本块下滑力角度=69.121(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=57.200末点X=62.000上块传递推力=0.000(kN)推力角度=69.121(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1301.152(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=12.208(m)下滑力=1196.354(kN)滑床反力R=511.599(kN)滑面抗滑力=295.372(kN)粘聚力抗滑力=341.820(kN)本块剩余下滑力=559.162(kN)本块下滑力角度=66.847(度)_____________________________________________本块始点X=56.000末点X=57.200上块传递推力=559.162(kN)推力角度=66.847(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=398.690(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.052(m)下滑力=922.741(kN)滑床反力R=156.761(kN)滑面抗滑力=90.506(kN)粘聚力抗滑力=85.455(kN)本块剩余下滑力=749.780(kN)本块下滑力角度=66.847(度)_____________________________________________本块始点X=55.500末点X=56.000上块传递推力=749.780(kN)推力角度=66.847(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=139.620(kN)本块总附加力Px=0.000(kN)Py=-32.002(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.272(m)下滑力=848.730(kN)滑床反力R=42.314(kN)滑面抗滑力=24.430(kN)粘聚力抗滑力=35.606(kN)本块剩余下滑力=788.694(kN)本块下滑力角度=66.847(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=53.800末点X=55.500上块传递推力=788.694(kN)推力角度=66.847(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=295.984(kN)本块总附加力Px=0.000(kN)Py=-680.248(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.369(m)下滑力=459.953(kN)滑床反力R=28.751(kN)滑面抗滑力=16.599(kN)粘聚力抗滑力=66.319(kN)本块剩余下滑力=377.034(kN)本块下滑力角度=44.132(度)_____________________________________________本块始点X=50.900末点X=53.800138
上块传递推力=377.034(kN)推力角度=44.132(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=238.942(kN)本块总附加力Px=0.000(kN)Py=-396.589(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.040(m)下滑力=267.262(kN)滑床反力R=-113.149(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=113.133(kN)本块剩余下滑力=154.129(kN)本块下滑力角度=44.132(度)_____________________________________________本块始点X=45.300末点X=50.900上块传递推力=154.129(kN)推力角度=44.132(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=630.242(kN)本块总附加力Px=0.000(kN)Py=-364.859(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.802(m)下滑力=338.918(kN)滑床反力R=190.475(kN)滑面抗滑力=109.971(kN)粘聚力抗滑力=218.464(kN)本块剩余下滑力=10.483(kN)本块下滑力角度=44.132(度)_____________________________________________本块始点X=42.100末点X=45.300上块传递推力=10.483(kN)推力角度=44.132(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=479.299(kN)本块总附加力Px=0.000(kN)Py=-74.215(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.458(m)下滑力=292.548(kN)滑床反力R=290.744(kN)滑面抗滑力=167.861(kN)粘聚力抗滑力=124.837(kN)本块剩余下滑力=-0.149(kN)本块下滑力角度=44.132(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=38.200末点X=42.100上块传递推力=0.000(kN)推力角度=44.132(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=691.408(kN)本块总附加力Px=0.000(kN)Py=-88.557(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=6.609(m)下滑力=486.705(kN)滑床反力R=355.734(kN)滑面抗滑力=205.383(kN)粘聚力抗滑力=185.057(kN)本块剩余下滑力=96.264(kN)本块下滑力角度=53.837(度)_____________________________________________本块始点X=22.200末点X=38.200上块传递推力=96.264(kN)推力角度=53.837(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=3014.604(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=27.115(m)下滑力=2530.074(kN)滑床反力R=1778.878(kN)滑面抗滑力=1027.036(kN)粘聚力抗滑力=759.210(kN)本块剩余下滑力=743.828(kN)本块下滑力角度=53.837(度)_____________________________________________本块始点X=0.000末点X=22.200上块传递推力=743.828(kN)推力角度=53.837(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=3345.240(kN)本块总附加力Px=0.000(kN)Py=-2437.720(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)138
本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=37.621(m)下滑力=1476.504(kN)滑床反力R=535.515(kN)滑面抗滑力=309.180(kN)粘聚力抗滑力=1053.401(kN)本块剩余下滑力=113.923(kN)本块下滑力角度=53.837(度)_____________________________________________------------------------------------------------------------------------计算项目：38-38剖面降雨+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数10坡面线号水平投影(m)竖直投影(m)超载数10.0004.9000222.20032.3001超载1距离0.000(m)宽39.139(m)荷载(125.80--0.00kPa)90.00(度)316.00022.900047.1006.3001超载1距离0.000(m)宽9.492(m)荷载(1.00--59.20kPa)90.00(度)55.6002.8001超载1距离0.000(m)宽6.261(m)荷载(59.20--57.35kPa)90.00(度)62.9003.1001超载1距离0.000(m)宽4.245(m)荷载(57.35--129.50kPa)90.00(度)72.20011.0001超载1距离0.000(m)宽11.000(m)荷载(129.50--0.00kPa)90.00(度)138
81.2005.600098.5006.50001010.0005.0000[土层信息]坡面节点数11编号X(m)Y(m)00.0000.000-10.0004.900-222.20037.200-338.20060.100-445.30066.400-550.90069.200-653.80072.300-756.00083.300-857.20088.900-965.70095.400-1075.700100.400附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数123.700---25.00026.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)142.10057.6000.00025.00026.000213.40013.0000.00025.00026.00036.50015.2000.00025.00026.00043.7009.7000.00025.00026.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=62.000末点X=65.646上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=329.567(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=10.231(m)下滑力=307.926(kN)滑床反力R=117.456(kN)滑面抗滑力=57.287(kN)粘聚力抗滑力=255.765(kN)本块剩余下滑力=-5.127(kN)本块下滑力角度=69.121(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=57.200末点X=62.000上块传递推力=0.000(kN)推力角度=69.121(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1351.781(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=12.208(m)下滑力=1242.905(kN)滑床反力R=531.506(kN)滑面抗滑力=259.233(kN)粘聚力抗滑力=305.196(kN)本块剩余下滑力=678.476(kN)本块下滑力角度=66.847(度)_____________________________________________本块始点X=56.000末点X=57.200上块传递推力=678.476(kN)推力角度=66.847(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=414.204(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)138
本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.052(m)下滑力=1059.319(kN)滑床反力R=162.860(kN)滑面抗滑力=79.432(kN)粘聚力抗滑力=76.299(kN)本块剩余下滑力=903.587(kN)本块下滑力角度=66.847(度)_____________________________________________本块始点X=55.500末点X=56.000上块传递推力=903.587(kN)推力角度=66.847(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=145.053(kN)本块总附加力Px=0.000(kN)Py=-32.002(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.272(m)下滑力=1007.533(kN)滑床反力R=44.450(kN)滑面抗滑力=21.680(kN)粘聚力抗滑力=31.791(kN)本块剩余下滑力=954.061(kN)本块下滑力角度=66.847(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=53.800末点X=55.500上块传递推力=954.061(kN)推力角度=66.847(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=307.501(kN)本块总附加力Px=0.000(kN)Py=-680.248(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.369(m)下滑力=620.513(kN)滑床反力R=100.873(kN)滑面抗滑力=49.199(kN)粘聚力抗滑力=59.214(kN)本块剩余下滑力=512.100(kN)本块下滑力角度=44.132(度)_____________________________________________本块始点X=50.900末点X=53.800上块传递推力=512.100(kN)推力角度=44.132(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=248.239(kN)本块总附加力Px=0.000(kN)Py=-396.589(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.040(m)下滑力=408.802(kN)滑床反力R=-106.476(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=101.012(kN)本块剩余下滑力=307.790(kN)本块下滑力角度=44.132(度)_____________________________________________本块始点X=45.300末点X=50.900上块传递推力=307.790(kN)推力角度=44.132(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=654.765(kN)本块总附加力Px=0.000(kN)Py=-364.859(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.802(m)下滑力=509.655(kN)滑床反力R=208.076(kN)滑面抗滑力=101.486(kN)粘聚力抗滑力=195.057(kN)本块剩余下滑力=213.113(kN)本块下滑力角度=44.132(度)_____________________________________________本块始点X=42.100末点X=45.300上块传递推力=213.113(kN)推力角度=44.132(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=497.948(kN)本块总附加力Px=0.000(kN)Py=-74.215(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.458(m)下滑力=508.163(kN)滑床反力R=304.129(kN)滑面抗滑力=148.334(kN)粘聚力抗滑力=111.461(kN)本块剩余下滑力=248.368(kN)138
本块下滑力角度=44.132(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=38.200末点X=42.100上块传递推力=248.368(kN)推力角度=44.132(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=718.311(kN)本块总附加力Px=0.000(kN)Py=-88.557(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=6.609(m)下滑力=753.239(kN)滑床反力R=329.741(kN)滑面抗滑力=160.825(kN)粘聚力抗滑力=165.230(kN)本块剩余下滑力=427.184(kN)本块下滑力角度=53.837(度)_____________________________________________本块始点X=22.200末点X=38.200上块传递推力=427.184(kN)推力角度=53.837(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=3131.905(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=27.115(m)下滑力=2955.695(kN)滑床反力R=1848.096(kN)滑面抗滑力=901.377(kN)粘聚力抗滑力=677.866(kN)本块剩余下滑力=1376.452(kN)本块下滑力角度=53.837(度)_____________________________________________本块始点X=0.000末点X=22.200上块传递推力=1376.452(kN)推力角度=53.837(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=3475.406(kN)本块总附加力Px=0.000(kN)Py=-2437.720(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=37.621(m)下滑力=2214.217(kN)滑床反力R=612.324(kN)滑面抗滑力=298.651(kN)粘聚力抗滑力=940.537(kN)本块剩余下滑力=975.030(kN)本块下滑力角度=53.837(度)_____________________________________________138
------------------------------------------------------------------------计算项目：38-38剖面地震+规划（深层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000[坡面信息]坡面线段数10坡面线号水平投影(m)竖直投影(m)超载数10.0004.9000222.20032.3001超载1距离0.000(m)宽39.139(m)荷载(125.80--0.00kPa)90.00(度)316.00022.900047.1006.3001超载1距离0.000(m)宽9.492(m)荷载(1.00--59.20kPa)90.00(度)55.6002.8001超载1距离0.000(m)宽6.261(m)荷载(59.20--57.35kPa)90.00(度)62.9003.1001超载1距离0.000(m)宽4.245(m)荷载(57.35--129.50kPa)90.00(度)72.20011.0001超载1距离0.000(m)宽11.000(m)荷载(129.50--0.00kPa)90.00(度)81.2005.600098.5006.50001010.0005.0000[土层信息]坡面节点数11编号X(m)Y(m)00.0000.000-10.0004.900-222.20037.200-338.20060.100-445.30066.400-550.90069.200-653.80072.300-756.00083.300-857.20088.900-965.70095.400-1075.700100.400附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)142.10057.6000.00028.00030.000213.40013.0000.00028.00030.00036.50015.2000.00028.00030.00043.7009.7000.00028.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:138
------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=62.000末点X=65.646上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=317.223(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=15.861(kN)有效的滑动面长度=10.231(m)下滑力=312.254(kN)滑床反力R=113.057(kN)滑面抗滑力=65.273(kN)粘聚力抗滑力=286.457(kN)本块剩余下滑力=-39.477(kN)本块下滑力角度=69.121(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=57.200末点X=62.000上块传递推力=0.000(kN)推力角度=69.121(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1301.152(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=65.058(kN)有效的滑动面长度=12.208(m)下滑力=1261.412(kN)滑床反力R=511.599(kN)滑面抗滑力=295.372(kN)粘聚力抗滑力=341.820(kN)本块剩余下滑力=624.220(kN)本块下滑力角度=66.847(度)_____________________________________________本块始点X=56.000末点X=57.200上块传递推力=624.220(kN)推力角度=66.847(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=398.690(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=19.935(kN)有效的滑动面长度=3.052(m)下滑力=1010.733(kN)滑床反力R=156.761(kN)滑面抗滑力=90.506(kN)粘聚力抗滑力=85.455(kN)本块剩余下滑力=834.772(kN)本块下滑力角度=66.847(度)_____________________________________________本块始点X=55.500末点X=56.000上块传递推力=834.772(kN)推力角度=66.847(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=139.620(kN)本块总附加力Px=0.000(kN)Py=-32.002(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=6.981(kN)有效的滑动面长度=1.272(m)下滑力=940.704(kN)滑床反力R=42.314(kN)滑面抗滑力=24.430(kN)粘聚力抗滑力=35.606(kN)本块剩余下滑力=880.667(kN)本块下滑力角度=66.847(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=53.800末点X=55.500上块传递推力=880.667(kN)推力角度=66.847(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=295.984(kN)本块总附加力Px=0.000(kN)Py=-680.248(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=14.799(kN)有效的滑动面长度=2.369(m)下滑力=559.591(kN)滑床反力R=64.266(kN)滑面抗滑力=37.104(kN)粘聚力抗滑力=66.319(kN)本块剩余下滑力=456.168(kN)本块下滑力角度=44.132(度)138
_____________________________________________本块始点X=50.900末点X=53.800上块传递推力=456.168(kN)推力角度=44.132(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=238.942(kN)本块总附加力Px=0.000(kN)Py=-396.589(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=11.947(kN)有效的滑动面长度=4.040(m)下滑力=358.343(kN)滑床反力R=-113.149(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=113.133(kN)本块剩余下滑力=245.210(kN)本块下滑力角度=44.132(度)_____________________________________________本块始点X=45.300末点X=50.900上块传递推力=245.210(kN)推力角度=44.132(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=630.242(kN)本块总附加力Px=0.000(kN)Py=-364.859(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=31.512(kN)有效的滑动面长度=7.802(m)下滑力=461.511(kN)滑床反力R=190.475(kN)滑面抗滑力=109.971(kN)粘聚力抗滑力=218.464(kN)本块剩余下滑力=133.077(kN)本块下滑力角度=44.132(度)_____________________________________________本块始点X=42.100末点X=45.300上块传递推力=133.077(kN)推力角度=44.132(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=479.299(kN)本块总附加力Px=0.000(kN)Py=-74.215(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=23.965(kN)有效的滑动面长度=4.458(m)下滑力=439.106(kN)滑床反力R=290.744(kN)滑面抗滑力=167.861(kN)粘聚力抗滑力=124.837(kN)本块剩余下滑力=146.409(kN)本块下滑力角度=44.132(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=38.200末点X=42.100上块传递推力=146.409(kN)推力角度=44.132(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=691.408(kN)本块总附加力Px=0.000(kN)Py=-88.557(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=34.570(kN)有效的滑动面长度=6.609(m)下滑力=665.589(kN)滑床反力R=331.053(kN)滑面抗滑力=191.134(kN)粘聚力抗滑力=185.057(kN)本块剩余下滑力=289.398(kN)本块下滑力角度=53.837(度)_____________________________________________本块始点X=22.200末点X=38.200上块传递推力=289.398(kN)推力角度=53.837(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=3014.604(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=150.730(kN)有效的滑动面长度=27.115(m)下滑力=2873.937(kN)滑床反力R=1778.878(kN)滑面抗滑力=1027.036(kN)粘聚力抗滑力=759.210(kN)本块剩余下滑力=1087.691(kN)本块下滑力角度=53.837(度)_____________________________________________本块始点X=0.000末点X=22.200上块传递推力=1087.691(kN)推力角度=53.837(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=3345.240(kN)本块总附加力Px=0.000(kN)Py=-2437.720(kN)138
本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=167.262(kN)有效的滑动面长度=37.621(m)下滑力=1987.630(kN)滑床反力R=535.515(kN)滑面抗滑力=309.180(kN)粘聚力抗滑力=1053.401(kN)本块剩余下滑力=625.049(kN)本块下滑力角度=53.837(度)_____________________________________________------------------------------------------------------------------------计算项目：42-42剖面自然+规划（浅层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数10.00014.000027.6000.700033.6000.800042.7002.100053.2006.1000[土层信息]坡面节点数6编号X(m)Y(m)00.0000.000-10.00014.000-27.60014.700-311.20015.500-413.90017.600-517.10023.700附加节点数0138
编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数118.500---12.00022.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)16.8006.0000.00012.00022.00028.40010.7000.00012.00022.00032.0007.0000.00012.00022.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=17.100末点X=17.200上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=0.324(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.364(m)下滑力=0.311(kN)滑床反力R=0.089(kN)滑面抗滑力=0.036(kN)粘聚力抗滑力=4.368(kN)本块剩余下滑力=-4.093(kN)本块下滑力角度=74.055(度)_____________________________________________本块始点X=15.200末点X=17.100上块传递推力=-4.093(kN)推力角度=74.055(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=65.522(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=6.916(m)下滑力=58.908(kN)滑床反力R=18.000(kN)滑面抗滑力=7.273(kN)粘聚力抗滑力=82.993(kN)本块剩余下滑力=-31.358(kN)本块下滑力角度=74.055(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=13.900末点X=15.200上块传递推力=0.000(kN)推力角度=74.055(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=71.357(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.105(m)下滑力=56.128(kN)滑床反力R=44.063(kN)滑面抗滑力=17.803(kN)粘聚力抗滑力=25.263(kN)本块剩余下滑力=13.062(kN)本块下滑力角度=51.866(度)_____________________________________________本块始点X=11.200末点X=13.900上块传递推力=13.062(kN)推力角度=51.866(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=161.118(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.372(m)下滑力=139.793(kN)滑床反力R=99.490(kN)滑面抗滑力=40.197(kN)粘聚力抗滑力=52.470(kN)本块剩余下滑力=47.127(kN)本块下滑力角度=51.866(度)138
____________________________________________本块始点X=7.600末点X=11.200上块传递推力=47.127(kN)推力角度=51.866(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=385.487(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.830(m)下滑力=350.341(kN)滑床反力R=238.037(kN)滑面抗滑力=96.173(kN)粘聚力抗滑力=69.960(kN)本块剩余下滑力=184.208(kN)本块下滑力角度=51.866(度)_____________________________________________本块始点X=6.800末点X=7.600上块传递推力=184.208(kN)推力角度=51.866(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=120.674(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.296(m)下滑力=279.126(kN)滑床反力R=74.516(kN)滑面抗滑力=30.106(kN)粘聚力抗滑力=15.547(kN)本块剩余下滑力=233.474(kN)本块下滑力角度=51.866(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=6.800上块传递推力=233.474(kN)推力角度=51.866(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=1423.195(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=9.069(m)下滑力=1171.223(kN)滑床反力R=1109.484(kN)滑面抗滑力=448.260(kN)粘聚力抗滑力=108.824(kN)本块剩余下滑力=614.139(kN)本块下滑力角度=41.424(度)_____________________________________________138
------------------------------------------------------------------------计算项目：42-42剖面降雨+规划（浅层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数10.00014.000027.6000.700033.6000.800042.7002.100053.2006.1000[土层信息]坡面节点数6编号X(m)Y(m)00.0000.000-10.00014.000-27.60014.700-311.20015.500-413.90017.600-517.10023.700附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数119.800---10.00016.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)16.8006.0000.00010.00016.00028.40010.7000.00010.00016.00032.0007.0000.00010.00016.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=17.100末点X=17.200上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=0.347(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=0.364(m)下滑力=0.333(kN)滑床反力R=0.095(kN)滑面抗滑力=0.027(kN)粘聚力抗滑力=3.640(kN)本块剩余下滑力=-3.334(kN)本块下滑力角度=74.055(度)_____________________________________________本块始点X=15.200末点X=17.100上块传递推力=-3.334(kN)推力角度=74.055(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=70.126(kN)138
本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=6.916(m)下滑力=64.094(kN)滑床反力R=19.265(kN)滑面抗滑力=5.524(kN)粘聚力抗滑力=69.161(kN)本块剩余下滑力=-10.591(kN)本块下滑力角度=74.055(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=13.900末点X=15.200上块传递推力=0.000(kN)推力角度=74.055(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=76.372(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=2.105(m)下滑力=60.072(kN)滑床反力R=47.159(kN)滑面抗滑力=13.523(kN)粘聚力抗滑力=21.053(kN)本块剩余下滑力=25.496(kN)本块下滑力角度=51.866(度)_____________________________________________本块始点X=11.200末点X=13.900上块传递推力=25.496(kN)推力角度=51.866(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=172.440(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=4.372(m)下滑力=161.133(kN)滑床反力R=106.481(kN)滑面抗滑力=30.533(kN)粘聚力抗滑力=43.725(kN)本块剩余下滑力=86.875(kN)本块下滑力角度=51.866(度)_____________________________________________本块始点X=7.600末点X=11.200上块传递推力=86.875(kN)推力角度=51.866(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=412.575(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=5.830(m)下滑力=411.396(kN)滑床反力R=254.764(kN)滑面抗滑力=73.052(kN)粘聚力抗滑力=58.300(kN)本块剩余下滑力=280.044(kN)本块下滑力角度=51.866(度)_____________________________________________本块始点X=6.800末点X=7.600上块传递推力=280.044(kN)推力角度=51.866(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=129.154(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=1.296(m)下滑力=381.633(kN)滑床反力R=79.752(kN)滑面抗滑力=22.868(kN)粘聚力抗滑力=12.956(kN)本块剩余下滑力=345.809(kN)本块下滑力角度=51.866(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=6.800上块传递推力=345.809(kN)推力角度=51.866(度)本块滑面粘聚力=10.000(kPa)滑面摩擦角=16.000(度)本块总重(包括水)=1523.204(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)138
本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=9.069(m)下滑力=1347.865(kN)滑床反力R=1204.835(kN)滑面抗滑力=345.481(kN)粘聚力抗滑力=90.686(kN)本块剩余下滑力=911.698(kN)本块下滑力角度=41.424(度)_____________________________________________------------------------------------------------------------------------计算项目：42-42剖面地震+规划（浅层滑面）------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000[坡面信息]坡面线段数5坡面线号水平投影(m)竖直投影(m)超载数10.00014.000027.6000.700033.6000.800042.7002.100053.2006.1000[土层信息]坡面节点数6编号X(m)Y(m)00.0000.000-10.00014.000-27.60014.700-311.20015.500-413.90017.600-517.10023.700附加节点数0138
编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数118.500---12.00022.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数3滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)16.8006.0000.00012.00022.00028.40010.7000.00012.00022.00032.0007.0000.00012.00022.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=17.100末点X=17.200上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=0.324(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.016(kN)有效的滑动面长度=0.364(m)下滑力=0.327(kN)滑床反力R=0.089(kN)滑面抗滑力=0.036(kN)粘聚力抗滑力=4.368(kN)本块剩余下滑力=-4.077(kN)本块下滑力角度=74.055(度)_____________________________________________本块始点X=15.200末点X=17.100上块传递推力=-4.077(kN)推力角度=74.055(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=65.522(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=3.276(kN)有效的滑动面长度=6.916(m)下滑力=62.200(kN)滑床反力R=18.000(kN)滑面抗滑力=7.273(kN)粘聚力抗滑力=82.993(kN)本块剩余下滑力=-28.065(kN)本块下滑力角度=74.055(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=13.900末点X=15.200上块传递推力=0.000(kN)推力角度=74.055(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=71.357(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=3.568(kN)有效的滑动面长度=2.105(m)下滑力=59.696(kN)滑床反力R=44.063(kN)滑面抗滑力=17.803(kN)粘聚力抗滑力=25.263(kN)本块剩余下滑力=16.630(kN)本块下滑力角度=51.866(度)_____________________________________________本块始点X=11.200末点X=13.900上块传递推力=16.630(kN)推力角度=51.866(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=161.118(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=8.056(kN)有效的滑动面长度=4.372(m)下滑力=151.417(kN)滑床反力R=99.490(kN)滑面抗滑力=40.197(kN)粘聚力抗滑力=52.470(kN)本块剩余下滑力=58.751(kN)本块下滑力角度=51.866(度)_____________________________________________138
本块始点X=7.600末点X=11.200上块传递推力=58.751(kN)推力角度=51.866(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=385.487(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=19.274(kN)有效的滑动面长度=5.830(m)下滑力=381.239(kN)滑床反力R=238.037(kN)滑面抗滑力=96.173(kN)粘聚力抗滑力=69.960(kN)本块剩余下滑力=215.106(kN)本块下滑力角度=51.866(度)_____________________________________________本块始点X=6.800末点X=7.600上块传递推力=215.106(kN)推力角度=51.866(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=120.674(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=6.034(kN)有效的滑动面长度=1.296(m)下滑力=316.058(kN)滑床反力R=74.516(kN)滑面抗滑力=30.106(kN)粘聚力抗滑力=15.547(kN)本块剩余下滑力=270.405(kN)本块下滑力角度=51.866(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=6.800上块传递推力=270.405(kN)推力角度=51.866(度)本块滑面粘聚力=12.000(kPa)滑面摩擦角=22.000(度)本块总重(包括水)=1423.195(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=71.160(kN)有效的滑动面长度=9.069(m)下滑力=1278.703(kN)滑床反力R=1116.178(kN)滑面抗滑力=450.965(kN)粘聚力抗滑力=108.824(kN)本块剩余下滑力=718.915(kN)本块下滑力角度=41.424(度)_____________________________________________138
------------------------------------------------------------------------计算项目：42-42剖面自然+规划（深层滑面)------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数4坡面线号水平投影(m)竖直投影(m)超载数10.0000.5000215.20016.7001超载1距离0.000(m)宽22.582(m)荷载(257.15--46.25kPa)90.00(度)36.40014.8001超载1距离0.000(m)宽7.200(m)荷载(46.25--0.00kPa)90.00(度)48.9006.6000[土层信息]坡面节点数5编号X(m)Y(m)00.0000.000-10.0000.500-215.20017.200-321.60032.000-430.50038.600附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)18.0001.9000.00028.00030.00025.5005.2000.00028.00030.000313.60022.9000.00028.00030.00043.4008.7000.00028.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=27.100末点X=30.445上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=261.278(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=9.190(m)下滑力=243.355(kN)滑床反力R=95.104(kN)滑面抗滑力=54.908(kN)粘聚力抗滑力=257.308(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=68.654(度)_____________________________________________138
**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=21.600末点X=27.100上块传递推力=0.000(kN)推力角度=68.654(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1225.482(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=10.771(m)下滑力=1053.673(kN)滑床反力R=622.762(kN)滑面抗滑力=361.284(kN)粘聚力抗滑力=301.591(kN)本块剩余下滑力=390.798(kN)本块下滑力角度=59.294(度)_____________________________________________本块始点X=15.200末点X=21.600上块传递推力=390.798(kN)推力角度=59.294(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1521.319(kN)本块总附加力Px=0.000(kN)Py=-166.500(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=12.534(m)下滑力=1555.676(kN)滑床反力R=691.805(kN)滑面抗滑力=399.414(kN)粘聚力抗滑力=350.942(kN)本块剩余下滑力=805.320(kN)本块下滑力角度=59.294(度)_____________________________________________本块始点X=13.500末点X=15.200上块传递推力=805.320(kN)推力角度=59.294(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=337.936(kN)本块总附加力Px=0.000(kN)Py=-128.980(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.329(m)下滑力=984.981(kN)滑床反力R=106.698(kN)滑面抗滑力=61.602(kN)粘聚力抗滑力=93.219(kN)本块剩余下滑力=830.160(kN)本块下滑力角度=59.294(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=8.000末点X=13.500上块传递推力=830.160(kN)推力角度=59.294(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1104.064(kN)本块总附加力Px=0.000(kN)Py=-882.415(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.569(m)下滑力=950.673(kN)滑床反力R=388.498(kN)滑面抗滑力=224.299(kN)粘聚力抗滑力=211.932(kN)本块剩余下滑力=514.441(kN)本块下滑力角度=43.394(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=8.000上块传递推力=514.441(kN)推力角度=43.394(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=811.038(kN)本块总附加力Px=0.000(kN)Py=-2396.624(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=8.223(m)下滑力=78.982(kN)滑床反力R=-1285.192(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=230.231(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=13.360(度)_____________________________________________138
------------------------------------------------------------------------计算项目：42-42剖面降雨+规划（深层滑面)------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算不考虑地震[坡面信息]坡面线段数4坡面线号水平投影(m)竖直投影(m)超载数10.0000.5000215.20016.7001超载1距离0.000(m)宽22.582(m)荷载(257.15--46.25kPa)90.00(度)36.40014.8001超载1距离0.000(m)宽7.200(m)荷载(46.25--0.00kPa)90.00(度)48.9006.6000[土层信息]坡面节点数5编号X(m)Y(m)00.0000.000-10.0000.500-215.20017.200-321.60032.000-430.50038.600附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数123.700---25.00026.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)18.0001.9000.00025.00026.00025.5005.2000.00025.00026.000313.60022.9000.00025.00026.00043.4008.7000.00025.00026.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=27.100末点X=30.445上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=271.444(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=9.190(m)下滑力=252.824(kN)滑床反力R=98.805(kN)滑面抗滑力=48.190(kN)粘聚力抗滑力=229.740(kN)本块剩余下滑力=-25.106(kN)本块下滑力角度=68.654(度)_____________________________________________138
**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=21.600末点X=27.100上块传递推力=0.000(kN)推力角度=68.654(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1273.166(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=10.771(m)下滑力=1094.672(kN)滑床反力R=650.111(kN)滑面抗滑力=317.080(kN)粘聚力抗滑力=269.278(kN)本块剩余下滑力=508.314(kN)本块下滑力角度=59.294(度)_____________________________________________本块始点X=15.200末点X=21.600上块传递推力=508.314(kN)推力角度=59.294(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1580.514(kN)本块总附加力Px=0.000(kN)Py=-166.500(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=12.534(m)下滑力=1724.089(kN)滑床反力R=722.032(kN)滑面抗滑力=352.158(kN)粘聚力抗滑力=313.341(kN)本块剩余下滑力=1058.589(kN)本块下滑力角度=59.294(度)_____________________________________________本块始点X=13.500末点X=15.200上块传递推力=1058.589(kN)推力角度=59.294(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=351.086(kN)本块总附加力Px=0.000(kN)Py=-128.980(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=3.329(m)下滑力=1249.556(kN)滑床反力R=113.413(kN)滑面抗滑力=55.315(kN)粘聚力抗滑力=83.231(kN)本块剩余下滑力=1111.010(kN)本块下滑力角度=59.294(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=8.000末点X=13.500上块传递推力=1111.010(kN)推力角度=59.294(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=1147.024(kN)本块总附加力Px=0.000(kN)Py=-882.415(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=7.569(m)下滑力=1250.291(kN)滑床反力R=496.658(kN)滑面抗滑力=242.236(kN)粘聚力抗滑力=189.225(kN)本块剩余下滑力=818.829(kN)本块下滑力角度=43.394(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=8.000上块传递推力=818.829(kN)推力角度=43.394(度)本块滑面粘聚力=25.000(kPa)滑面摩擦角=26.000(度)本块总重(包括水)=842.596(kN)本块总附加力Px=0.000(kN)Py=-2396.624(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=0.000(kN)有效的滑动面长度=8.223(m)下滑力=349.792(kN)滑床反力R=-1102.138(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=205.563(kN)本块剩余下滑力=144.229(kN)本块下滑力角度=13.360(度)_____________________________________________138
------------------------------------------------------------------------计算项目：42-42剖面地震+规划（深层滑面)------------------------------------------------------------------------[计算简图][控制参数]:采用规范:通用方法计算目标:剩余下滑力计算地震烈度:8度地震作用综合系数:0.250地震作用重要性系数:1.000[坡面信息]坡面线段数4坡面线号水平投影(m)竖直投影(m)超载数10.0000.5000215.20016.7001超载1距离0.000(m)宽22.582(m)荷载(257.15--46.25kPa)90.00(度)36.40014.8001超载1距离0.000(m)宽7.200(m)荷载(46.25--0.00kPa)90.00(度)48.9006.6000[土层信息]坡面节点数5编号X(m)Y(m)00.0000.000-10.0000.500-215.20017.200-321.60032.000-430.50038.600附加节点数0编号X(m)Y(m)不同土性区域数1区号重度饱和重度粘聚力内摩擦角全孔压节点编号(kN/m3)(kN/m3)(kPa)(度)系数122.700---28.00030.000---(0,-1,-2,)不考虑水的作用[滑面信息]滑面线段数4滑面线起始点坐标:(0.000,0.000)滑动面线号水平投影(m)竖直投影(m)矢高(m)粘聚力(kPa)内摩擦角(度)18.0001.9000.00028.00030.00025.5005.2000.00028.00030.000313.60022.9000.00028.00030.00043.4008.7000.00028.00030.000[计算条件]剩余下滑力计算目标:计算剩余下滑力剩余下滑力计算时的安全系数:1.200------------------------------------------------------------------------计算结果:------------------------------------------------------------------------**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=27.100末点X=30.445上块传递推力=0.000(kN)推力角度=0.000(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=261.278(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=13.064(kN)有效的滑动面长度=9.190(m)下滑力=256.418(kN)滑床反力R=95.104(kN)滑面抗滑力=54.908(kN)粘聚力抗滑力=257.308(kN)本块剩余下滑力=-55.798(kN)138
本块下滑力角度=68.654(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=21.600末点X=27.100上块传递推力=0.000(kN)推力角度=68.654(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1225.482(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=61.274(kN)有效的滑动面长度=10.771(m)下滑力=1114.947(kN)滑床反力R=622.762(kN)滑面抗滑力=361.284(kN)粘聚力抗滑力=301.591(kN)本块剩余下滑力=452.072(kN)本块下滑力角度=59.294(度)_____________________________________________本块始点X=15.200末点X=21.600上块传递推力=452.072(kN)推力角度=59.294(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1521.319(kN)本块总附加力Px=0.000(kN)Py=-166.500(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=76.066(kN)有效的滑动面长度=12.534(m)下滑力=1693.017(kN)滑床反力R=691.805(kN)滑面抗滑力=399.414(kN)粘聚力抗滑力=350.942(kN)本块剩余下滑力=942.660(kN)本块下滑力角度=59.294(度)_____________________________________________本块始点X=13.500末点X=15.200上块传递推力=942.660(kN)推力角度=59.294(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=337.936(kN)本块总附加力Px=0.000(kN)Py=-128.980(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=16.897(kN)有效的滑动面长度=3.329(m)下滑力=1139.218(kN)滑床反力R=106.698(kN)滑面抗滑力=61.602(kN)粘聚力抗滑力=93.219(kN)本块剩余下滑力=984.397(kN)本块下滑力角度=59.294(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=8.000末点X=13.500上块传递推力=984.397(kN)推力角度=59.294(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=1104.064(kN)本块总附加力Px=0.000(kN)Py=-882.415(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=55.203(kN)有效的滑动面长度=7.569(m)下滑力=1154.212(kN)滑床反力R=430.754(kN)滑面抗滑力=248.696(kN)粘聚力抗滑力=211.932(kN)本块剩余下滑力=693.584(kN)本块下滑力角度=43.394(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=8.000上块传递推力=693.584(kN)推力角度=43.394(度)本块滑面粘聚力=28.000(kPa)滑面摩擦角=30.000(度)本块总重(包括水)=811.038(kN)本块总附加力Px=0.000(kN)Py=-2396.624(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块地震力=40.552(kN)有效的滑动面长度=8.223(m)下滑力=274.623(kN)滑床反力R=-1195.529(kN)滑面抗滑力=0.000(kN)粘聚力抗滑力=230.231(kN)本块剩余下滑力=44.392(kN)138
本块下滑力角度=13.360(度)_____________________________________________138'
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