滑坡计算书完整版本

湖南省娄新高速公路第1标段K13+680~K13+830段滑坡处治计算书中国公路工程咨询集团有限公司第5页1、反演计算确定C、φ值计算项目：娄新滑坡反演计算[计算简图][控制参数]计算目标：验算校核已知C反算φ滑坍边坡纵向长度=150.000(m)[基本参数]滑动体重度 =21.200(kN/m3)滑动体饱和重度 =21.500(kN/m3)滑坡推力安全系数=1.000不考虑动水压力和浮托力不考虑承压水的浮托力不考虑坡面外的静水压力的作用考虑地震力,地震烈度为7度地震力计算综合系数=0.250地震力计算重要性系数=1.000最大的φ=30.000(度)滑动面线段数:6段号投影Dx(m)投影Dy(m)粘聚力(kPa)摩擦角(度)134.8702.5005.00020.000213.6301.9605.00020.000318.7106.5505.00020.000413.7706.2005.00020.000510.6305.0005.00020.00065.6004.4005.00020.000坡面线段数:12,起始点坐标X0.000(m)段号投影Dx(m)投影Dy(m)附加力数13.5302.750027.0503.470035.4803.000048.5601.0000519.0004.000069.4403.0000712.6803.000082.4901.000094.3001.00001019.0003.7500111.2000.2500124.4000.4000水面线段数:5,起始点坐标X0.000(m),起始点坐标Y0.000(m)段号投影Dx(m)投影Dy(m)134.8705.000213.6302.000318.7106.000413.7708.000520.0006.000计算结果:已知C反算ö摩擦角=13.155(度)时，滑坡推力 =-0.001满足要求2、Ⅳ-Ⅳ′剖面滑坡剩余下滑力计算（1）天然工况K=1.2计算项目：娄新1B滑坡剖面4-4线=====================================================================原始条件:滑动体重度 =21.200(kN/m3)滑动体饱和重度 =21.500(kN/m3)安全系数 =1.200不考虑动水压力和浮托力不考虑承压水的浮托力不考虑坡面外的静水压力的作用不考虑地震力坡面线段数:12,起始点标高159.776(m)段号投影Dx(m)投影Dy(m)附加力数13.5302.750027.0503.470035.4803.000048.5601.0000519.0004.000069.4403.0000712.6803.000082.4901.000094.3001.00001019.0003.7500111.2000.2500124.4000.4000水面线段数:5,起始点标高159.770(m)段号投影Dx(m)投影Dy(m)134.8705.000213.6302.000318.7106.000413.7708.000520.0006.000滑动面线段数:6,起始点标高159.776(m)段号投影Dx(m)投影Dy(m)粘聚力(kPa)摩擦角(度)134.8702.5005.00012.000213.6301.9605.00012.000318.7106.5505.00012.000413.7706.2005.00012.000510.6305.0005.00012.00065.6004.4005.00012.000计算目标：按指定滑面计算推力第1块滑体上块传递推力=0.000(kN)推力角度=0.000(度)剩余下滑力传递系数=0.918本块滑面粘聚力=5.000(kPa)滑面摩擦角=12.000(度)本块总面积=10.917(m2)浸水部分面积=4.007(m2)本块总重=232.648(kN)浸水部分重=86.155(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=7.122(m)下滑力=172.482(kN)滑床反力R=182.936(kN)滑面抗滑力=38.884(kN)粘聚力抗滑力=35.609(kN)本块剩余下滑力=97.989(kN)本块下滑力角度=38.157(度)第2块滑体上块传递推力=97.989(kN)推力角度=38.157(度)剩余下滑力传递系数=0.927本块滑面粘聚力=5.000(kPa)滑面摩擦角=12.000(度)本块总面积=55.561(m2)浸水部分面积=30.598(m2)本块总重=1187.063(kN)浸水部分重=657.865(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=11.747(m)下滑力=701.795(kN)滑床反力R=1096.156(kN)滑面抗滑力=232.995(kN)粘聚力抗滑力=58.736(kN)本块剩余下滑力=410.064(kN)本块下滑力角度=25.191(度)第3块滑体上块传递推力=410.064(kN)推力角度=25.191(度)剩余下滑力传递系数=0.996本块滑面粘聚力=5.000(kPa)滑面摩擦角=12.000(度)本块总面积=115.342(m2)浸水部分面积=39.713(m2)本块总重=2457.162(kN)浸水部分重=853.820(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=15.101(m)下滑力=1620.574(kN)滑床反力R=2247.331(kN)滑面抗滑力=477.685(kN)粘聚力抗滑力=75.507(kN)本块剩余下滑力=1067.382(kN)本块下滑力角度=24.240(度)第4块滑体上块传递推力=1067.382(kN)推力角度=24.240(度)剩余下滑力传递系数=0.978本块滑面粘聚力=5.000(kPa)滑面摩擦角=12.000(度)本块总面积=198.024(m2)浸水部分面积=42.266(m2)本块总重=4210.791(kN)浸水部分重=908.717(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=19.823(m)下滑力=2732.993(kN)滑床反力R=4066.312(kN)滑面抗滑力=864.321(kN)粘聚力抗滑力=99.117(kN)本块剩余下滑力=1769.555(kN)本块下滑力角度=19.294(度)第5块滑体上块传递推力=1769.555(kN)推力角度=19.294(度)剩余下滑力传递系数=0.940本块滑面粘聚力=5.000(kPa)滑面摩擦角=12.000(度)本块总面积=142.111(m2)浸水部分面积=34.266(m2)本块总重=3023.034(kN)浸水部分重=736.716(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=13.770(m)下滑力=2252.730(kN)滑床反力R=3333.269(kN)滑面抗滑力=708.508(kN)粘聚力抗滑力=68.851(kN)本块剩余下滑力=1475.371(kN)本块下滑力角度=8.183(度)第6块滑体上块传递推力=1475.371(kN)推力角度=8.183(度)剩余下滑力传递系数=0.982本块滑面粘聚力=5.000(kPa)滑面摩擦角=12.000(度)本块总面积=234.209(m2)浸水部分面积=43.379(m2)本块总重=4978.237(kN)浸水部分重=932.644(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=34.960(m)下滑力=1898.828(kN)滑床反力R=5070.522(kN)滑面抗滑力=1077.773(kN)粘聚力抗滑力=174.798(kN)本块剩余下滑力=646.258(kN)本块下滑力角度=4.101(度)（2）暴雨工况K=1.1计算目标：按指定滑面计算推力滑动体重度 =21.200(kN/m3)滑动体饱和重度 =21.500(kN/m3)安全系数 =1.100不考虑动水压力和浮托力不考虑承压水的浮托力不考虑坡面外的静水压力的作用不考虑地震力坡面线段数:12,起始点标高159.776(m)段号投影Dx(m)投影Dy(m)附加力数13.5302.750027.0503.470035.4803.000048.5601.0000519.0004.000069.4403.0000712.6803.000082.4901.000094.3001.00001019.0003.7500111.2000.2500124.4000.4000水面线段数:5,起始点标高159.770(m)段号投影Dx(m)投影Dy(m)134.8705.000213.6302.000318.7106.000413.7708.000520.0006.000滑动面线段数:6,起始点标高159.776(m)段号投影Dx(m)投影Dy(m)粘聚力(kPa)摩擦角(度)134.8702.5004.00010.000213.6301.9604.00010.000318.7106.5504.00010.000413.7706.2004.00010.000510.6305.0004.00010.00065.6004.4004.00010.000计算目标：按指定滑面计算推力第1块滑体上块传递推力=0.000(kN)推力角度=0.000(度)剩余下滑力传递系数=0.895本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=10.917(m2)浸水部分面积=4.007(m2)本块总重=232.648(kN)浸水部分重=86.155(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=7.122(m)下滑力=158.109(kN)滑床反力R=182.936(kN)滑面抗滑力=32.257(kN)粘聚力抗滑力=28.487(kN)本块剩余下滑力=97.365(kN)本块下滑力角度=38.157(度)第2块滑体上块传递推力=97.365(kN)推力角度=38.157(度)剩余下滑力传递系数=0.935本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=55.561(m2)浸水部分面积=30.598(m2)本块总重=1187.063(kN)浸水部分重=657.865(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=11.747(m)下滑力=650.661(kN)滑床反力R=1096.016(kN)滑面抗滑力=193.257(kN)粘聚力抗滑力=46.989(kN)本块剩余下滑力=410.415(kN)本块下滑力角度=25.191(度)第3块滑体上块传递推力=410.415(kN)推力角度=25.191(度)剩余下滑力传递系数=0.997本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=115.342(m2)浸水部分面积=39.713(m2)本块总重=2457.162(kN)浸水部分重=853.820(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=15.101(m)下滑力=1520.045(kN)滑床反力R=2247.337(kN)滑面抗滑力=396.266(kN)粘聚力抗滑力=60.406(kN)本块剩余下滑力=1063.373(kN)本块下滑力角度=24.240(度)第4块滑体上块传递推力=1063.373(kN)推力角度=24.240(度)剩余下滑力传递系数=0.981本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=198.024(m2)浸水部分面积=42.266(m2)本块总重=4210.791(kN)浸水部分重=908.717(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=19.823(m)下滑力=2589.867(kN)滑床反力R=4065.967(kN)滑面抗滑力=716.940(kN)粘聚力抗滑力=79.294(kN)本块剩余下滑力=1793.634(kN)本块下滑力角度=19.294(度)第5块滑体上块传递推力=1793.634(kN)推力角度=19.294(度)剩余下滑力传递系数=0.947本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=142.111(m2)浸水部分面积=34.266(m2)本块总重=3023.034(kN)浸水部分重=736.716(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=13.770(m)下滑力=2233.329(kN)滑床反力R=3337.909(kN)滑面抗滑力=588.563(kN)粘聚力抗滑力=55.081(kN)本块剩余下滑力=1589.685(kN)本块下滑力角度=8.183(度)第6块滑体上块传递推力=1589.685(kN)推力角度=8.183(度)剩余下滑力传递系数=0.985本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=234.209(m2)浸水部分面积=43.379(m2)本块总重=4978.237(kN)浸水部分重=932.644(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=34.960(m)下滑力=1977.252(kN)滑床反力R=5078.660(kN)滑面抗滑力=895.505(kN)粘聚力抗滑力=139.838(kN)本块剩余下滑力=941.909(kN)本块下滑力角度=4.101(度)（3）暴雨工况K=1.0滑坡剩余下滑力计算计算项目：娄新1B滑坡剖面4-4线=====================================================================原始条件:滑动体重度 =21.200(kN/m3)滑动体饱和重度 =21.500(kN/m3)安全系数 =1.000不考虑动水压力和浮托力不考虑承压水的浮托力不考虑坡面外的静水压力的作用不考虑地震力坡面线段数:12,起始点标高159.776(m)段号投影Dx(m)投影Dy(m)附加力数13.5302.750027.0503.470035.4803.000048.5601.0000519.0004.000069.4403.0000712.6803.000082.4901.000094.3001.00001019.0003.7500111.2000.2500124.4000.4000水面线段数:5,起始点标高159.770(m)段号投影Dx(m)投影Dy(m)134.8705.000213.6302.000318.7106.000413.7708.000520.0006.000滑动面线段数:6,起始点标高159.776(m)段号投影Dx(m)投影Dy(m)粘聚力(kPa)摩擦角(度)134.8702.5004.00010.000213.6301.9604.00010.000318.7106.5504.00010.000413.7706.2004.00010.000510.6305.0004.00010.00065.6004.4004.00010.000计算目标：按指定滑面计算推力第1块滑体上块传递推力=0.000(kN)推力角度=0.000(度)剩余下滑力传递系数=0.895本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=10.917(m2)浸水部分面积=4.007(m2)本块总重=232.648(kN)浸水部分重=86.155(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=7.122(m)下滑力=143.735(kN)滑床反力R=182.936(kN)滑面抗滑力=32.257(kN)粘聚力抗滑力=28.487(kN)本块剩余下滑力=82.992(kN)本块下滑力角度=38.157(度)第2块滑体上块传递推力=82.992(kN)推力角度=38.157(度)剩余下滑力传递系数=0.935本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=55.561(m2)浸水部分面积=30.598(m2)本块总重=1187.063(kN)浸水部分重=657.865(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=11.747(m)下滑力=586.129(kN)滑床反力R=1092.790(kN)滑面抗滑力=192.688(kN)粘聚力抗滑力=46.989(kN)本块剩余下滑力=346.451(kN)本块下滑力角度=25.191(度)第3块滑体上块传递推力=346.451(kN)推力角度=25.191(度)剩余下滑力传递系数=0.997本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=115.342(m2)浸水部分面积=39.713(m2)本块总重=2457.162(kN)浸水部分重=853.820(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=15.101(m)下滑力=1355.210(kN)滑床反力R=2246.275(kN)滑面抗滑力=396.079(kN)粘聚力抗滑力=60.406(kN)本块剩余下滑力=898.725(kN)本块下滑力角度=24.240(度)第4块滑体上块传递推力=898.725(kN)推力角度=24.240(度)剩余下滑力传递系数=0.981本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=198.024(m2)浸水部分面积=42.266(m2)本块总重=4210.791(kN)浸水部分重=908.717(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=19.823(m)下滑力=2286.699(kN)滑床反力R=4051.772(kN)滑面抗滑力=714.437(kN)粘聚力抗滑力=79.294(kN)本块剩余下滑力=1492.969(kN)本块下滑力角度=19.294(度)第5块滑体上块传递推力=1492.969(kN)推力角度=19.294(度)剩余下滑力传递系数=0.947本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=142.111(m2)浸水部分面积=34.266(m2)本块总重=3023.034(kN)浸水部分重=736.716(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=13.770(m)下滑力=1895.272(kN)滑床反力R=3279.967(kN)滑面抗滑力=578.347(kN)粘聚力抗滑力=55.081(kN)本块剩余下滑力=1261.844(kN)本块下滑力角度=8.183(度)第6块滑体上块传递推力=1261.844(kN)推力角度=8.183(度)剩余下滑力传递系数=0.985本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=234.209(m2)浸水部分面积=43.379(m2)本块总重=4978.237(kN)浸水部分重=932.644(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=34.960(m)下滑力=1614.643(kN)滑床反力R=5055.321(kN)滑面抗滑力=891.390(kN)粘聚力抗滑力=139.838(kN)本块剩余下滑力=583.415(kN)本块下滑力角度=4.101(度)3、Ⅲ～Ⅲ′剖面滑坡剩余下滑力计算（1）天然工况K=1.2计算项目：娄新1B滑坡3-3剖面=====================================================================原始条件:滑动体重度 =21.200(kN/m3)滑动体饱和重度 =21.500(kN/m3)安全系数 =1.200不考虑动水压力和浮托力不考虑承压水的浮托力不考虑坡面外的静水压力的作用不考虑地震力坡面线段数:19,起始点标高158.270(m)段号投影Dx(m)投影Dy(m)附加力数12.9502.930021.7100.890034.9400.760041.3000.700056.6900.5200611.6604.480076.5001.440083.4502.150096.1500.7900100.2300.8600113.230-0.1000121.0502.11001327.0002.2200142.8502.15001521.4005.20001610.8001.0700172.9100.8900182.9101.1000197.4202.0000水面线段数:7,起始点标高158.270(m)段号投影Dx(m)投影Dy(m)134.8705.000213.6302.000318.7105.000413.7706.000520.0004.000610.0002.00075.0001.000滑动面线段数:7,起始点标高158.270(m)段号投影Dx(m)投影Dy(m)粘聚力(kPa)摩擦角(度)116.0001.4705.00012.000222.8001.8505.00012.000318.0003.0405.00012.000415.2004.4005.00012.000528.40010.0005.00012.000611.7504.0005.00012.000710.3308.92010.00020.000计算目标：按指定滑面计算推力第1块滑体上块传递推力=0.000(kN)推力角度=0.000(度)剩余下滑力传递系数=0.995本块滑面粘聚力=10.000(kPa)滑面摩擦角=20.000(度)本块总面积=11.346(m2)浸水部分面积=0.000(m2)本块总重=240.530(kN)浸水部分重=0.000(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=8.666(m)下滑力=188.642(kN)滑床反力R=182.051(kN)滑面抗滑力=66.261(kN)粘聚力抗滑力=86.662(kN)本块剩余下滑力=35.718(kN)本块下滑力角度=40.811(度)第2块滑体上块传递推力=35.718(kN)推力角度=40.811(度)剩余下滑力传递系数=0.847本块滑面粘聚力=5.000(kPa)滑面摩擦角=12.000(度)本块总面积=56.977(m2)浸水部分面积=4.498(m2)本块总重=1209.262(kN)浸水部分重=96.717(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=12.412(m)下滑力=500.757(kN)滑床反力R=1158.135(kN)滑面抗滑力=246.169(kN)粘聚力抗滑力=62.061(kN)本块剩余下滑力=192.527(kN)本块下滑力角度=18.800(度)第3块滑体上块传递推力=192.527(kN)推力角度=18.800(度)剩余下滑力传递系数=1.002本块滑面粘聚力=5.000(kPa)滑面摩擦角=12.000(度)本块总面积=211.901(m2)浸水部分面积=83.761(m2)本块总重=4517.422(kN)浸水部分重=1800.863(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=30.109(m)下滑力=1992.935(kN)滑床反力R=4258.983(kN)滑面抗滑力=905.275(kN)粘聚力抗滑力=150.546(kN)本块剩余下滑力=937.115(kN)本块下滑力角度=19.398(度)第4块滑体上块传递推力=937.115(kN)推力角度=19.398(度)剩余下滑力传递系数=0.986本块滑面粘聚力=5.000(kPa)滑面摩擦角=12.000(度)本块总面积=154.515(m2)浸水部分面积=42.807(m2)本块总重=3288.568(kN)浸水部分重=920.346(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=15.824(m)下滑力=2032.900(kN)滑床反力R=3212.065(kN)滑面抗滑力=682.746(kN)粘聚力抗滑力=79.120(kN)本块剩余下滑力=1271.034(kN)本块下滑力角度=16.144(度)第5块滑体上块传递推力=1271.034(kN)推力角度=16.144(度)剩余下滑力传递系数=0.969本块滑面粘聚力=5.000(kPa)滑面摩擦角=12.000(度)本块总面积=200.483(m2)浸水部分面积=41.182(m2)本块总重=4262.598(kN)浸水部分重=885.409(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=18.255(m)下滑力=2114.541(kN)滑床反力R=4348.244(kN)滑面抗滑力=924.248(kN)粘聚力抗滑力=91.275(kN)本块剩余下滑力=1099.019(kN)本块下滑力角度=9.586(度)第6块滑体上块传递推力=1099.019(kN)推力角度=9.586(度)剩余下滑力传递系数=0.978本块滑面粘聚力=5.000(kPa)滑面摩擦角=12.000(度)本块总面积=158.408(m2)浸水部分面积=34.998(m2)本块总重=3368.754(kN)浸水部分重=752.461(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=22.875(m)下滑力=1421.860(kN)滑床反力R=3452.498(kN)滑面抗滑力=733.851(kN)粘聚力抗滑力=114.375(kN)本块剩余下滑力=573.634(kN)本块下滑力角度=4.639(度)第7块滑体上块传递推力=573.634(kN)推力角度=4.639(度)剩余下滑力传递系数=1.002本块滑面粘聚力=5.000(kPa)滑面摩擦角=12.000(度)本块总面积=53.429(m2)浸水部分面积=6.594(m2)本块总重=1134.667(kN)浸水部分重=141.769(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=16.067(m)下滑力=698.174(kN)滑床反力R=1123.797(kN)滑面抗滑力=238.870(kN)粘聚力抗滑力=80.337(kN)本块剩余下滑力=378.967(kN)本块下滑力角度=5.249(度)暴雨工况K=1.1滑动体重度 =21.200(kN/m3)滑动体饱和重度 =21.500(kN/m3)安全系数 =1.100不考虑动水压力和浮托力不考虑承压水的浮托力不考虑坡面外的静水压力的作用不考虑地震力坡面线段数:19,起始点标高158.270(m)段号投影Dx(m)投影Dy(m)附加力数12.9502.930021.7100.890034.9400.760041.3000.700056.6900.5200611.6604.480076.5001.440083.4502.150096.1500.7900100.2300.8600113.230-0.1000121.0502.11001327.0002.2200142.8502.15001521.4005.20001610.8001.0700172.9100.8900182.9101.1000197.4202.0000水面线段数:7,起始点标高158.270(m)段号投影Dx(m)投影Dy(m)134.8705.000213.6302.000318.7105.000413.7706.000520.0004.000610.0002.00075.0001.000滑动面线段数:7,起始点标高158.270(m)段号投影Dx(m)投影Dy(m)粘聚力(kPa)摩擦角(度)116.0001.4704.00010.000222.8001.8504.00010.000318.0003.0404.00010.000415.2004.4004.00010.000528.40010.0004.00010.000611.7504.0004.00010.000710.3308.9204.00010.000计算目标：按指定滑面计算推力第1块滑体上块传递推力=0.000(kN)推力角度=0.000(度)剩余下滑力传递系数=0.872本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=11.346(m2)浸水部分面积=0.000(m2)本块总重=240.530(kN)浸水部分重=0.000(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=8.666(m)下滑力=172.922(kN)滑床反力R=182.051(kN)滑面抗滑力=32.100(kN)粘聚力抗滑力=34.665(kN)本块剩余下滑力=106.156(kN)本块下滑力角度=40.811(度)第2块滑体上块传递推力=106.156(kN)推力角度=40.811(度)剩余下滑力传递系数=0.861本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=56.977(m2)浸水部分面积=4.498(m2)本块总重=1209.262(kN)浸水部分重=96.717(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=12.412(m)下滑力=527.090(kN)滑床反力R=1184.534(kN)滑面抗滑力=208.865(kN)粘聚力抗滑力=49.649(kN)本块剩余下滑力=268.576(kN)本块下滑力角度=18.800(度)第3块滑体上块传递推力=268.576(kN)推力角度=18.800(度)剩余下滑力传递系数=1.002本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=211.901(m2)浸水部分面积=83.761(m2)本块总重=4517.422(kN)浸水部分重=1800.863(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=30.109(m)下滑力=1918.946(kN)滑床反力R=4258.189(kN)滑面抗滑力=750.834(kN)粘聚力抗滑力=120.437(kN)本块剩余下滑力=1047.676(kN)本块下滑力角度=19.398(度)第4块滑体上块传递推力=1047.676(kN)推力角度=19.398(度)剩余下滑力传递系数=0.988本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=154.515(m2)浸水部分面积=42.807(m2)本块总重=3288.568(kN)浸水部分重=920.346(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=15.824(m)下滑力=2051.841(kN)滑床反力R=3218.340(kN)滑面抗滑力=567.480(kN)粘聚力抗滑力=63.296(kN)本块剩余下滑力=1421.065(kN)本块下滑力角度=16.144(度)第5块滑体上块传递推力=1421.065(kN)推力角度=16.144(度)剩余下滑力传递系数=0.973本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=200.483(m2)浸水部分面积=41.182(m2)本块总重=4262.598(kN)浸水部分重=885.409(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=18.255(m)下滑力=2192.604(kN)滑床反力R=4365.379(kN)滑面抗滑力=769.734(kN)粘聚力抗滑力=73.020(kN)本块剩余下滑力=1349.850(kN)本块下滑力角度=9.586(度)第6块滑体上块传递推力=1349.850(kN)推力角度=9.586(度)剩余下滑力传递系数=0.981本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=158.408(m2)浸水部分面积=34.998(m2)本块总重=3368.754(kN)浸水部分重=752.461(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=22.875(m)下滑力=1644.513(kN)滑床反力R=3474.130(kN)滑面抗滑力=612.583(kN)粘聚力抗滑力=91.500(kN)本块剩余下滑力=940.430(kN)本块下滑力角度=4.639(度)第7块滑体上块传递推力=940.430(kN)推力角度=4.639(度)剩余下滑力传递系数=1.002本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=53.429(m2)浸水部分面积=6.594(m2)本块总重=1134.667(kN)浸水部分重=141.769(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=16.067(m)下滑力=1054.568(kN)滑床反力R=1119.889(kN)滑面抗滑力=197.467(kN)粘聚力抗滑力=64.270(kN)本块剩余下滑力=792.832(kN)本块下滑力角度=5.249(度)暴雨工况K=1.0计算项目：娄新1B滑坡3-3剖面=====================================================================原始条件:滑动体重度 =21.200(kN/m3)滑动体饱和重度 =21.500(kN/m3)安全系数 =1.000不考虑动水压力和浮托力不考虑承压水的浮托力不考虑坡面外的静水压力的作用不考虑地震力坡面线段数:19,起始点标高158.270(m)段号投影Dx(m)投影Dy(m)附加力数12.9502.930021.7100.890034.9400.760041.3000.700056.6900.5200611.6604.480076.5001.440083.4502.150096.1500.7900100.2300.8600113.230-0.1000121.0502.11001327.0002.2200142.8502.15001521.4005.20001610.8001.0700172.9100.8900182.9101.1000197.4202.0000水面线段数:7,起始点标高158.270(m)段号投影Dx(m)投影Dy(m)134.8705.000213.6302.000318.7105.000413.7706.000520.0004.000610.0002.00075.0001.000滑动面线段数:7,起始点标高158.270(m)段号投影Dx(m)投影Dy(m)粘聚力(kPa)摩擦角(度)116.0001.4704.00010.000222.8001.8504.00010.000318.0003.0404.00010.000415.2004.4004.00010.000528.40010.0004.00010.000611.7504.0004.00010.000710.3308.9204.00010.000计算目标：按指定滑面计算推力第1块滑体上块传递推力=0.000(kN)推力角度=0.000(度)剩余下滑力传递系数=0.872本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=11.346(m2)浸水部分面积=0.000(m2)本块总重=240.530(kN)浸水部分重=0.000(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=8.666(m)下滑力=157.201(kN)滑床反力R=182.051(kN)滑面抗滑力=32.100(kN)粘聚力抗滑力=34.665(kN)本块剩余下滑力=90.436(kN)本块下滑力角度=40.811(度)第2块滑体上块传递推力=90.436(kN)推力角度=40.811(度)剩余下滑力传递系数=0.861本块滑面粘聚力=4.000(kPa)滑面摩擦角=10.000(度)本块总面积=56.977(m2)浸水部分面积=4.498(m2)本块总重=1209.262(kN)浸水部分重=96.717(kN)本块总附加力Px=0.000(kN)Py=0.000(kN)有效的滑动面长度=12.412(m)下滑力=473.546(kN)滑床反力R=1178.642(kN)滑面抗滑力=207.826(kN)粘聚力抗滑力=49.649(kN)本块剩余下滑力=216.071(kN)本块下滑力角度=18.800(度)