K223+930主线收费站陡坡路堤验算计算书

------------------------------------------------------------------------计算项目：K223+900主线收费站陡坡路堤验算------------------------------------------------------------------------[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度水平地震系数:0.200地震作用综合系数:0.250地震作用重要性系数:1.000地震力作用位置:质心处水平加速度分布类型：矩形[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120.36510.183022.0000.0000314.0008.000042.0000.0000512.0008.0000626.0000.0001超载1距离0.500(m)宽25.000(m)荷载(17.63--17.63kPa)270.00(度)79.021-6.0680[土层信息]坡面节点数8编号X(m)Y(m)00.0000.000-120.36510.183-222.36510.183-336.36518.183-438.36518.183-550.36526.183-676.36526.183-785.38620.115附加节点数13编号X(m)Y(m)13.187-0.72523.938-0.72537.570-1.43949.750-1.798512.060-1.264618.3562.070724.3473.955844.1588.070945.58810.0701055.17512.0601156.91414.0701268.43916.0701370.29018.070不同土性区域数1区号重度饱和重度孔隙水压节点(kN/m3)(kN/m3)力系数编号116.00020.000---(-1,0,1,2,3,4,5,6,7,8,9,10,11,12,13,-7,-6,-5,-4,-3,-2,)区号粘聚力内摩擦角水下粘聚水下内摩(kPa)(度)力(kPa)擦角(度)120.00025.80010.00025.000区号十字板?强度增十字板羲?强度增长系(kPa)长系数下值(kPa)数水下值1------------不考虑水的作用[滑面信息]滑面线段数14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)粘聚力1(kPa)内摩擦角1(度)13.180-0.7500.00020.00025.800--------20.7500.0000.00020.00025.800--------33.630-0.7100.00020.00025.800--------42.180-0.3600.00020.00025.800--------52.3100.5300.00020.00025.800-------- 66.2903.3300.00020.00025.800--------76.0001.8800.00020.00025.800--------819.8104.1100.00020.00025.800--------91.4302.0000.00020.00025.800--------109.5801.9900.00020.00025.800--------111.7302.0000.00020.00025.800--------1211.5202.0000.00020.00025.800--------131.8502.0000.00020.00025.800--------1415.0002.0000.00020.00025.800--------[计算条件]剩余下滑力计算目标:计算安全系数安全系数的使用方法:降低抗剪强度------------------------------------------------------------------------计算结果:------------------------------------------------------------------------[计算结果图]剩余下滑力为0时的安全系数为：K=2.20416**********************************************第1块滑体(直线滑动面)*********************************************本块始点X=76.365末点X=85.260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=25.800(度)本块总重(包括水)=535.705(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=26.785(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=8.973(m)下滑力=335.868(kN)滑床反力R=531.005(kN)滑面抗滑力=256.698(kN)粘聚力抗滑力=179.465(kN)本块剩余下滑力=-100.295(kN)本块下滑力角度=7.595(度)_____________________________________________本块始点X=70.290末点X=76.365上块传递推力=-100.295(kN)推力角度=7.595(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=753.695(kN)本块总附加力Px=-0.000(kN)Py=98.280(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=37.685(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=6.129(m)下滑力=339.987(kN)滑床反力R=844.501(kN)滑面抗滑力=408.247(kN)粘聚力抗滑力=122.579(kN)本块剩余下滑力=-190.839(kN)本块下滑力角度=7.595(度)_____________________________________________本块始点X=70.260末点X=70.290上块传递推力=-190.839(kN)推力角度=7.595(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=3.954(kN)本块总附加力Px=-0.000(kN)Py=0.534(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=0.198(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=0.031(m)下滑力=-188.540(kN)滑床反力R=4.448(kN)滑面抗滑力=2.150(kN)粘聚力抗滑力=0.611(kN)本块剩余下滑力=-191.301(kN)本块下滑力角度=7.595(度)_____________________________________________**********************************************第2块滑体(直线滑动面)*********************************************本块始点X=68.439末点X=70.260上块传递推力=0.000(kN)推力角度=7.595(度) 本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=266.558(kN)本块总附加力Px=-0.000(kN)Py=32.106(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=13.328(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=2.682(m)下滑力=315.443(kN)滑床反力R=202.805(kN)滑面抗滑力=98.040(kN)粘聚力抗滑力=53.643(kN)本块剩余下滑力=163.760(kN)本块下滑力角度=47.231(度)_____________________________________________本块始点X=68.410末点X=68.439上块传递推力=163.760(kN)推力角度=47.231(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=4.662(kN)本块总附加力Px=-0.000(kN)Py=0.506(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=0.233(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=0.042(m)下滑力=169.177(kN)滑床反力R=3.510(kN)滑面抗滑力=1.697(kN)粘聚力抗滑力=0.846(kN)本块剩余下滑力=166.634(kN)本块下滑力角度=47.231(度)_____________________________________________**********************************************第3块滑体(直线滑动面)*********************************************本块始点X=56.914末点X=68.410上块传递推力=166.634(kN)推力角度=47.231(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=2052.905(kN)本块总附加力Px=-0.000(kN)Py=202.655(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=102.645(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=11.668(m)下滑力=1361.990(kN)滑床反力R=2323.485(kN)滑面抗滑力=1123.217(kN)粘聚力抗滑力=233.363(kN)本块剩余下滑力=5.410(kN)本块下滑力角度=9.849(度)_____________________________________________本块始点X=56.890末点X=56.914上块传递推力=5.410(kN)推力角度=9.849(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=4.634(kN)本块总附加力Px=-0.000(kN)Py=0.420(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=0.232(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=0.024(m)下滑力=8.086(kN)滑床反力R=4.979(kN)滑面抗滑力=2.407(kN)粘聚力抗滑力=0.483(kN)本块剩余下滑力=5.195(kN)本块下滑力角度=9.849(度)_____________________________________________**********************************************第4块滑体(直线滑动面)*********************************************本块始点X=55.175末点X=56.890上块传递推力=5.195(kN)推力角度=9.849(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=360.885(kN)本块总附加力Px=-0.000(kN)Py=30.227(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=18.044(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=2.621(m)下滑力=413.212(kN)滑床反力R=252.580(kN)滑面抗滑力=122.102(kN)粘聚力抗滑力=52.421(kN)本块剩余下滑力=238.690(kN)本块下滑力角度=49.140(度)_____________________________________________本块始点X=55.160末点X=55.175上块传递推力=238.690(kN)推力角度=49.140(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=3.462(kN)本块总附加力Px=-0.000(kN)Py=0.270(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN) 本块水平地震力=0.173(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=0.023(m)下滑力=242.585(kN)滑床反力R=2.442(kN)滑面抗滑力=1.180(kN)粘聚力抗滑力=0.467(kN)本块剩余下滑力=240.938(kN)本块下滑力角度=49.140(度)_____________________________________________**********************************************第5块滑体(直线滑动面)*********************************************本块始点X=50.365末点X=55.160上块传递推力=240.938(kN)推力角度=49.140(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=1124.667(kN)本块总附加力Px=-0.000(kN)Py=75.704(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=56.233(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=4.897(m)下滑力=894.306(kN)滑床反力R=1321.640(kN)滑面抗滑力=638.906(kN)粘聚力抗滑力=97.937(kN)本块剩余下滑力=157.463(kN)本块下滑力角度=11.735(度)_____________________________________________本块始点X=45.588末点X=50.365上块传递推力=157.463(kN)推力角度=11.735(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=1075.007(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=53.750(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=4.880(m)下滑力=761.143(kN)滑床反力R=1052.538(kN)滑面抗滑力=508.817(kN)粘聚力抗滑力=97.596(kN)本块剩余下滑力=154.730(kN)本块下滑力角度=11.735(度)_____________________________________________本块始点X=45.580末点X=45.588上块传递推力=154.730(kN)推力角度=11.735(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=1.586(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=0.079(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=0.008(m)下滑力=155.627(kN)滑床反力R=1.553(kN)滑面抗滑力=0.751(kN)粘聚力抗滑力=0.156(kN)本块剩余下滑力=154.720(kN)本块下滑力角度=11.735(度)_____________________________________________**********************************************第6块滑体(直线滑动面)*********************************************本块始点X=44.158末点X=45.580上块传递推力=154.720(kN)推力角度=11.735(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=306.719(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=15.336(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=2.445(m)下滑力=424.657(kN)滑床反力R=73.469(kN)滑面抗滑力=35.516(kN)粘聚力抗滑力=48.891(kN)本块剩余下滑力=340.250(kN)本块下滑力角度=54.435(度)_____________________________________________本块始点X=44.150末点X=44.158上块传递推力=340.250(kN)推力角度=54.435(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=1.838(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)本块水平地震力=0.092(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=0.014(m)下滑力=342.273(kN)滑床反力R=1.069(kN)滑面抗滑力=0.517(kN)粘聚力抗滑力=0.282(kN)本块剩余下滑力=341.475(kN) 本块下滑力角度=54.435(度)_____________________________________________**********************************************第7块滑体(直线滑动面)*********************************************本块始点X=38.365末点X=44.150上块传递推力=341.475(kN)推力角度=54.435(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=1173.665(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)本块水平地震力=58.683(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=5.908(m)下滑力=977.228(kN)滑床反力R=1380.830(kN)滑面抗滑力=667.519(kN)粘聚力抗滑力=118.154(kN)本块剩余下滑力=191.555(kN)本块下滑力角度=11.721(度)_____________________________________________本块始点X=36.365末点X=38.365上块传递推力=191.555(kN)推力角度=11.721(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=369.934(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=18.497(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=2.043(m)下滑力=403.182(kN)滑床反力R=362.221(kN)滑面抗滑力=175.104(kN)粘聚力抗滑力=40.852(kN)本块剩余下滑力=187.225(kN)本块下滑力角度=11.721(度)_____________________________________________本块始点X=24.347末点X=36.365上块传递推力=187.225(kN)推力角度=11.721(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=1842.358(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=92.118(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=12.274(m)下滑力=1264.142(kN)滑床反力R=1803.943(kN)滑面抗滑力=872.060(kN)粘聚力抗滑力=245.490(kN)本块剩余下滑力=146.592(kN)本块下滑力角度=11.721(度)_____________________________________________本块始点X=24.340末点X=24.347上块传递推力=146.592(kN)推力角度=11.721(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=0.819(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=0.041(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=0.007(m)下滑力=147.088(kN)滑床反力R=0.802(kN)滑面抗滑力=0.388(kN)粘聚力抗滑力=0.141(kN)本块剩余下滑力=146.559(kN)本块下滑力角度=11.721(度)_____________________________________________**********************************************第8块滑体(直线滑动面)*********************************************本块始点X=22.365末点X=24.340上块传递推力=146.559(kN)推力角度=11.721(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=225.454(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=11.273(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=2.069(m)下滑力=300.122(kN)滑床反力R=200.644(kN)滑面抗滑力=96.995(kN)粘聚力抗滑力=41.384(kN)本块剩余下滑力=161.743(kN)本块下滑力角度=17.398(度)_____________________________________________本块始点X=20.365末点X=22.365上块传递推力=161.743(kN)推力角度=17.398(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度) 本块总重(包括水)=230.236(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)本块水平地震力=11.512(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=2.096(m)下滑力=323.019(kN)滑床反力R=219.704(kN)滑面抗滑力=106.209(kN)粘聚力抗滑力=41.918(kN)本块剩余下滑力=174.892(kN)本块下滑力角度=17.398(度)_____________________________________________本块始点X=18.356末点X=20.365上块传递推力=174.892(kN)推力角度=17.398(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=235.404(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=11.770(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=2.106(m)下滑力=339.386(kN)滑床反力R=224.635(kN)滑面抗滑力=108.593(kN)粘聚力抗滑力=42.122(kN)本块剩余下滑力=188.671(kN)本块下滑力角度=17.398(度)_____________________________________________本块始点X=18.340末点X=18.356上块传递推力=188.671(kN)推力角度=17.398(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=1.793(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=0.090(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=0.016(m)下滑力=189.928(kN)滑床反力R=1.711(kN)滑面抗滑力=0.827(kN)粘聚力抗滑力=0.329(kN)本块剩余下滑力=188.772(kN)本块下滑力角度=17.398(度)_____________________________________________**********************************************第9块滑体(直线滑动面)*********************************************本块始点X=12.060末点X=18.340上块传递推力=188.772(kN)推力角度=17.398(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=725.676(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=36.284(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=7.105(m)下滑力=799.358(kN)滑床反力R=606.943(kN)滑面抗滑力=293.408(kN)粘聚力抗滑力=142.109(kN)本块剩余下滑力=363.842(kN)本块下滑力角度=27.897(度)_____________________________________________本块始点X=12.050末点X=12.060上块传递推力=363.842(kN)推力角度=27.897(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=1.206(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=0.060(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=0.012(m)下滑力=364.875(kN)滑床反力R=1.066(kN)滑面抗滑力=0.515(kN)粘聚力抗滑力=0.233(kN)本块剩余下滑力=364.127(kN)本块下滑力角度=27.897(度)_____________________________________________**********************************************第10块滑体(直线滑动面)*********************************************本块始点X=9.750末点X=12.050上块传递推力=364.127(kN)推力角度=27.897(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=257.770(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=12.889(kN) 本块竖向地震力=0.000(kN)有效的滑动面长度=2.360(m)下滑力=539.281(kN)滑床反力R=345.333(kN)滑面抗滑力=166.940(kN)粘聚力抗滑力=47.200(kN)本块剩余下滑力=325.140(kN)本块下滑力角度=12.922(度)_____________________________________________本块始点X=9.740末点X=9.750上块传递推力=325.140(kN)推力角度=12.922(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=1.044(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=0.052(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=0.010(m)下滑力=325.804(kN)滑床反力R=1.018(kN)滑面抗滑力=0.492(kN)粘聚力抗滑力=0.200(kN)本块剩余下滑力=325.112(kN)本块下滑力角度=12.922(度)_____________________________________________**********************************************第11块滑体(直线滑动面)*********************************************本块始点X=7.570末点X=9.740上块传递推力=325.112(kN)推力角度=12.922(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=207.216(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=10.361(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=2.199(m)下滑力=388.002(kN)滑床反力R=327.809(kN)滑面抗滑力=158.469(kN)粘聚力抗滑力=43.986(kN)本块剩余下滑力=185.546(kN)本块下滑力角度=350.623(度)_____________________________________________本块始点X=7.560末点X=7.570上块传递推力=185.546(kN)推力角度=350.623(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=0.845(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=0.042(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=0.010(m)下滑力=185.782(kN)滑床反力R=0.833(kN)滑面抗滑力=0.403(kN)粘聚力抗滑力=0.204(kN)本块剩余下滑力=185.175(kN)本块下滑力角度=350.623(度)_____________________________________________**********************************************第12块滑体(直线滑动面)*********************************************本块始点X=3.938末点X=7.560上块传递推力=185.175(kN)推力角度=350.623(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=230.657(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=11.533(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=3.690(m)下滑力=253.900(kN)滑床反力R=231.829(kN)滑面抗滑力=112.070(kN)粘聚力抗滑力=73.808(kN)本块剩余下滑力=68.021(kN)本块下滑力角度=348.933(度)_____________________________________________本块始点X=3.930末点X=3.938上块传递推力=68.021(kN)推力角度=348.933(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=0.358(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=0.018(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=0.008(m)下滑力=68.155(kN)滑床反力R=0.351(kN)滑面抗滑力=0.170(kN)粘聚力抗滑力=0.168(kN)本块剩余下滑力=67.817(kN)本块下滑力角度=348.933(度) _____________________________________________**********************************************第13块滑体(直线滑动面)*********************************************本块始点X=3.187末点X=3.930上块传递推力=67.817(kN)推力角度=348.933(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=30.086(kN)本块总附加力Px=-0.000(kN)Py=0.000(kN)本块筋带在滑面切向力Pt=0.000(kN)本块渗透水压力=0.000(kN)本块水浮力=0.000(kN)本块水平地震力=1.504(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=0.743(m)下滑力=80.692(kN)滑床反力R=17.068(kN)滑面抗滑力=8.251(kN)粘聚力抗滑力=14.870(kN)本块剩余下滑力=57.571(kN)本块下滑力角度=0.000(度)_____________________________________________本块始点X=3.180末点X=3.187上块传递推力=57.571(kN)推力角度=0.000(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=0.244(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)本块水平地震力=0.012(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=0.007(m)下滑力=57.719(kN)滑床反力R=0.244(kN)滑面抗滑力=0.118(kN)粘聚力抗滑力=0.130(kN)本块剩余下滑力=57.471(kN)本块下滑力角度=0.000(度)_____________________________________________**********************************************第14块滑体(直线滑动面)*********************************************本块始点X=0.000末点X=3.180上块传递推力=57.471(kN)推力角度=0.000(度)本块滑面粘聚力=20.000(kPa)滑面摩擦角=25.800(度)本块总重(包括水)=59.530(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)本块水平地震力=2.977(kN)本块竖向地震力=0.000(kN)有效的滑动面长度=3.267(m)下滑力=99.732(kN)滑床反力R=71.133(kN)滑面抗滑力=34.387(kN)粘聚力抗滑力=65.345(kN)本块剩余下滑力=0.000(kN)本块下滑力角度=346.729(度)_____________________________________________