传递系数法稳定性计算及滑坡推力计算

1、天然C天然天然容重18.5饱和C饱和饱和容重19地下水0.1H0地震系数0天天然然+175m-145m块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数1.0056.0010.0018.0014.400.00141.6515.000.002.0042.0011.0055.0044.000.00593.3015.000.003.0035.009.0062.00049.600.00744.9415.000.004.0026.007.5066.0052.800.00879.6815.000.005.006.0010.0094.0075.200.001413

2、.5115.000.006.00-3.0012.5082.00065.600.001247.955.000.007.00-5.007.5010.008.000.00152.085.000.00块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数1.0038.0064.30256.30256.300.003687.470.000.002.0033.007.2062.7062.700.00966.670.000.003.0026.007.3070.10070.100.001167.910.000.004.0019.005.7055.6055.600.009

3、81.650.000.005.0014.002.9028.7028.700.00522.510.000.006.0012.004.0035.30035.300.00649.070.000.007.005.0012.0040.2040.200.00757.570.000.00块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数1.0038.0064.30256.30128.15128.153638.950.000.002.0033.007.2062.7031.3531.35953.950.000.003.0026.007.3070.10035.0535.

4、051152.540.000.004.0019.005.7055.6027.8027.80968.7320.000.005.0014.002.9028.7014.3514.35515.6320.000.006.0012.004.0035.30017.6517.65640.5310.000.007.005.0012.0040.2020.1020.10747.605.000.00内聚力t/m2内摩擦角本段下滑力KN本段抗滑力RKN安全系数上一段的传递系数上一段的下滑力与传递系数之积KN本段下滑力乘推力安全系数KST本段自身产生的剩余下滑力KN10.0015.00146.56114.441.1501

5、68.54054.09810.0015.00502.04213.801.1500.90548.985577.349363.55010.0015.00552.17241.331.1500.960395.988634.994393.66610.0015.00524.50279.621.1500.946746.832603.180323.55910.0015.00346.77485.121.1500.848907.744398.784-86.33510.0015.00-8.48461.071.1500.946776.865-9.751-470.82010.0015.00-6.36115.921.15

6、00.990302.997-7.317-123.238内聚力t/m2内摩擦角本段下滑力KN本段抗滑力RKN安全系数上一段的传递系数上一段的下滑力与传递系数之积KN本段下滑力乘推力安全系数KST本段自身产生的剩余下滑力KN15.5018.002270.231940.791.2002724.280783.48915.5018.00526.48375.021.2000.968758.321631.781256.76415.5018.00511.98454.221.2000.953967.323614.374160.15215.5018.00319.59389.931.2000.9531074.426

7、383.512-6.41815.5018.00126.41209.681.2000.9681033.700151.687-57.99315.5018.00134.95268.291.2000.988964.049161.939-106.34815.5018.0066.03431.211.2000.953817.34579.231-351.980内聚力t/m2内摩擦角本段下滑力KN本段抗滑力RKN安全系数上一段的传递系数上一段的下滑力与传递系数之积KN本段下滑力乘推力安全系数KST本段自身产生的剩余下滑力KN18.0018.502240.362116.861.2502800.453683.589

8、18.0018.50519.56397.291.2500.967661.053649.446252.15418.0018.50505.24478.011.2500.952869.163631.552153.54518.0018.50416.56409.661.2500.952973.382520.696111.03118.0018.50176.69221.431.2500.9671048.663220.857-0.57218.0018.50164.28281.271.2500.9881035.213205.346-75.92618.0018.5082.74465.191.2500.952913

9、.020103.428-361.762本段总剩余下滑推力KN54.1012.8554.101127.48959.29412.5332.35412.531068.01551.26789.6547.53789.65975.710.001070.3964.851070.39857.700.00821.41306.05179.76本段总剩余下滑推力KN783.4912.85783.491084.410.001015.0832.351015.081048.090.001127.4847.531127.48959.290.001068.0164.851068.01551.260.00975.71857.7

10、0465.36本段总剩余下滑推力KN683.5912.85683.590.000.00913.2132.35913.210.000.001022.7147.531022.710.000.001084.4164.851084.410.000.001048.09959.29551.26发发生生滑滑坡坡前前饱饱水水状状态态（0.8倍倍水水位位）A-A块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数1.0056.0010.0033.0026.406.60322.9215.000.002.0042.0011.0070.0056.0014.00938.9215

11、.000.003.0035.009.0073.00058.4014.601090.6215.000.004.0026.007.5076.0060.8015.201259.5415.000.005.006.0010.00108.0086.4021.602019.3515.000.006.00-3.0012.5096.00076.8019.201816.665.000.007.00-5.007.5010.008.002.00189.105.000.00发发生生滑滑坡坡后后饱饱水水状状态态（0.8倍倍水水位位）块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响

12、系数1.0056.0010.0018.0014.400.00141.6515.000.002.0042.0011.0055.0044.000.00593.3015.000.003.0035.009.0062.00049.600.00744.9415.000.004.0026.007.5066.0052.800.00879.6815.000.005.006.0010.0094.0075.200.001413.5115.000.006.00-3.0012.5082.00065.600.001247.955.000.007.00-5.007.5010.008.000.00152.085.000.00

13、内聚力t/m2内摩擦角本段下滑力KN本段抗滑力RKN本段阻滑比上一段的传递系数上一段的下滑力与传递系数之积KN上一段剩余抗滑力与传递系数之积本段总剩余阻滑力KN10.0015.00321.10135.950.42135.9510.0015.00761.96278.710.370.91290.74123.10401.8110.0015.00772.60315.040.410.961010.48385.69700.7310.0015.00712.07370.010.520.951686.38662.731032.7410.0015.00439.74647.821.470.852034.00875.

14、811523.6410.0015.00-28.54613.61-21.500.952339.591441.012054.6210.0015.00-9.59125.80-13.120.992288.032034.162159.96内聚力t/m2内摩擦角本段下滑力KN本段抗滑力RKN本段阻滑比上一段的传递系数上一段的下滑力与传递系数之积KN上一段剩余抗滑力与传递系数之积本段总剩余阻滑力KN10.0015.00146.56114.440.78114.4410.0015.00502.04213.800.430.91132.70103.62317.4210.0015.00552.17241.330.44

15、0.96609.29304.69546.0210.0015.00524.50279.620.530.951098.47516.41796.0310.0015.00346.77485.121.400.851376.36675.071160.1910.0015.00-8.48461.07-54.380.951629.691097.281558.3510.0015.00-6.36115.92-18.220.991605.061542.831658.75天天然然本段总剩余下滑推力KN本段稳定系数321.100.42534.511052.700.38934.421783.070.392398.450.4

16、32473.740.622311.050.892278.440.95本段总剩余下滑推力KN本段稳定系数146.560.78234.47634.750.50590.461161.460.47579.141622.980.49484.861723.130.67220.401621.210.96-3.001598.701.04天然A-A天然块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数内聚力t/m2内摩擦角本段下滑力KN本段抗滑力RKN本段阻滑比上一段的传递系数上一段的下滑力与传递系数之积KN上一段剩余抗滑力与传递系数之积本段总剩余阻滑力KN本段总剩余

17、下滑推力KN本段稳定系数4.0029.0036.00196.60196.600.003176.510.000.0010.0019.001540.001316.620.851316.621540.000.851974.315.0028.0050.00252.60252.600.004124.960.000.0010.0019.001936.551754.080.910.991530.511308.513062.593467.060.882465.066.0022.0030.00160.000160.000.002761.700.000.0010.0019.001034.551181.691.14

18、0.963323.282935.594117.274357.830.941279.747.0024.0046.00251.00251.000.004259.710.000.0010.0019.001732.581799.931.041.014407.544164.245964.176140.120.972157.568.0014.0011.4062.0062.000.001128.760.000.0010.0019.00273.07491.121.800.935679.715516.956008.075952.781.01342.139.004.0010.008.008.000.00151.1

19、00.000.0010.0019.0010.54151.9014.410.935506.425557.565709.465516.961.0318.18121.00183.4015602.74天然+暴雨B-B天然+暴雨块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数内聚力t/m2内摩擦角本段下滑力KN本段抗滑力RKN本段阻滑比上一段的传递系数上一段的下滑力与传递系数之积KN上一段剩余抗滑力与传递系数之积本段总剩余阻滑力KN本段总剩余下滑推力KN本段稳定系数4.0053.0013.0018.3018.300.00195.37288.155.0047.

20、0010.9148.2348.230.00591.45701.446.0040.008.6459.8459.840.00834.42774.377.0025.007.3764.7664.760.001089.16575.768.005.009.6993.3093.300.001758.23242.809.00-5.0011.8575.2175.210.001429.78-53.3710.00-15.007.3010.1910.190.00189.52-40.7611.0012.0068.764565.942488.3913.0066.4039.451989.650.800.768天然+地震A-

21、A原天然+地震块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数内聚力t/m2内摩擦角本段下滑力KN本段抗滑力RKN本段阻滑比上一段的传递系数上一段的下滑力与传递系数之积KN上一段剩余抗滑力与传递系数之积本段总剩余阻滑力KN本段总剩余下滑推力KN本段稳定系数4.0049.0010.5520.9520.950.00261.14300.415.0037.008.9966.5166.510.001009.23760.516.0026.0011.47117.77117.770.002011.17980.917.0024.006.5076.1076.100.0

22、01320.90588.108.0019.0011.93143.73143.730.002582.09889.089.003.0012.0680.6680.660.001530.4480.2110.00-3.006.2129.4829.480.00559.35-29.3111.00-18.0010.6820.6520.650.00373.15-121.2412.0078.399647.463448.6613.00123.0743.99天然+175mB-B原天然+175m块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数内聚力t/m2内摩擦角本段下滑力

23、KN本段抗滑力RKN本段阻滑比上一段的传递系数上一段的下滑力与传递系数之积KN上一段剩余抗滑力与传递系数之积本段总剩余阻滑力KN本段总剩余下滑推力KN本段稳定系数4.0053.0013.0027.3127.310.00312.28414.405.0047.0010.9162.3062.300.00807.28865.706.0040.008.6467.3467.340.00980.12822.427.0025.007.3770.3470.340.001211.24564.818.005.009.69103.82103.820.001965.07171.929.00-5.0011.8585.64

24、85.640.001620.97-141.8210.00-15.007.3010.1910.190.00187.01-50.1111.0068.767083.982647.3312.00103.020.27738.5013.0020.055.4910.270.27415.32天然+175m+地震天然+175m+地震块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数内聚力t/m2内摩擦角本段下滑力KN本段抗滑力RKN本段阻滑比上一段的传递系数上一段的下滑力与传递系数之积KN上一段剩余抗滑力与传递系数之积本段总剩余阻滑力KN本段总剩余下滑推力KN本段稳定

25、系数4.0033.0031.65127.720.00127.722362.820.000.040.000.001366.150.000.000.001366.150.005.0024.0038.07142.130.00142.132629.410.000.040.000.001165.560.000.000.991349.330.000.002514.890.00195.006.0021.0069.97574.360.00574.3610625.660.000.040.000.004204.690.000.001.002511.440.000.006716.130.007.0021.0066.

26、311263.01624.53638.4817432.650.000.040.000.006898.290.000.001.006716.130.000.0013614.420.008.0014.007.22172.40155.9716.431707.690.000.040.000.00479.400.000.000.9913512.940.000.0013992.340.009.0014.0070.031505.811505.810.0013552.290.000.040.000.003804.580.000.001.0013992.340.000.0017796.930.0010.006.

27、0034.35588.77588.770.005298.930.000.040.000.00764.680.000.000.9917623.730.000.0018388.410.0011.007.0015.56197.22197.220.001774.980.000.040.000.00286.790.000.001.0018385.610.000.0018672.400.0012.007.0056.17435.30435.300.003917.700.000.040.000.00632.990.000.001.0018672.400.000.0019305.380.0013.007.001

28、3.9137.2437.240.00335.160.000.040.000.0054.150.000.001.0019305.380.000.0019359.540.00天然+175m+暴雨天然+175m+暴雨块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数内聚力t/m2内摩擦角本段下滑力KN本段抗滑力RKN本段阻滑比上一段的传递系数上一段的下滑力与传递系数之积KN上一段剩余抗滑力与传递系数之积本段总剩余阻滑力KN本段总剩余下滑推力KN本段稳定系数4.0033.0031.65127.72127.720.002426.680.000.000.000.

29、001321.660.000.000.001321.660.005.0024.0038.07142.13142.130.002700.470.000.000.000.001098.380.000.000.991305.390.000.002403.770.00195.006.0021.0069.97574.36574.360.0010912.840.000.000.000.003910.810.000.001.002400.480.000.006311.290.007.0021.0066.311263.011263.010.0017682.140.000.000.000.006336.710.

30、000.001.006311.290.000.0012647.990.008.0014.007.22172.40172.400.001551.600.000.000.000.00375.370.000.000.9912553.720.000.0012929.080.009.0014.0070.031505.811505.810.0013552.290.000.000.000.003278.590.000.001.0012929.080.000.0016207.680.0010.006.0034.35588.77588.770.005298.930.000.000.000.00553.890.0

31、00.000.9916049.940.000.0016603.830.0011.007.0015.56197.22197.220.001774.980.000.000.000.00216.320.000.001.0016601.300.000.0016817.620.0012.007.0056.17435.30435.300.003917.700.000.000.000.00477.450.000.001.0016817.620.000.0017295.070.0013.007.0013.9137.2437.240.00335.160.000.000.000.0040.850.000.001.

32、0017295.070.000.0017335.910.00天然+175m-145m天然+175m-145m块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数内聚力t/m2内摩擦角本段下滑力KN本段抗滑力RKN本段阻滑比上一段的传递系数上一段的下滑力与传递系数之积KN上一段剩余抗滑力与传递系数之积本段总剩余阻滑力KN本段总剩余下滑推力KN本段稳定系数4.0033.0031.65127.720.00127.722362.820.000.000.000.001286.880.000.000.001286.880.005.0024.0038.07142.1

33、30.00142.132629.410.000.000.000.001069.470.000.000.991271.040.000.002340.510.00195.006.0021.0069.97574.360.00574.3610625.660.000.000.000.003807.890.000.001.002337.310.000.006145.200.007.0021.0066.311263.01624.53638.4823677.9521.000.000.000.0010882.760.000.001.006145.200.000.0017027.950.008.0014.007.

34、22172.40155.9716.433267.3914.000.000.000.001179.330.000.000.9916901.030.000.0018080.360.009.0014.0070.031505.811505.810.0028610.3914.000.000.000.0010675.880.000.001.0018080.360.000.0028756.240.0010.006.0034.35588.77588.770.005298.930.000.000.000.00553.890.000.000.9928476.380.000.0029030.270.0011.007

35、.0015.56197.22197.220.001774.980.000.000.000.00216.320.000.001.0029025.850.000.0029242.160.0012.007.0056.17435.30435.300.003917.700.000.000.000.00477.450.000.001.0029242.160.000.0029719.610.0013.007.0013.9137.2437.240.00335.160.000.000.000.0040.850.000.001.0029719.610.000.0029760.460.00天然+175m-145m+

36、暴雨天然+175m-145m+暴雨块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数内聚力t/m2内摩擦角本段下滑力KN本段抗滑力RKN本段阻滑比上一段的传递系数上一段的下滑力与传递系数之积KN上一段剩余抗滑力与传递系数之积本段总剩余阻滑力KN本段总剩余下滑推力KN本段稳定系数4.0033.0031.65127.72127.720.002426.680.000.000.000.001321.660.000.000.001321.660.005.0024.0038.07142.13142.130.002700.470.000.000.000.00109

37、8.380.000.000.991305.390.000.002403.770.00195.006.0021.0069.97574.36574.360.0010912.840.000.000.000.003910.810.000.001.002400.480.000.006311.290.007.0021.0066.311263.011263.010.0023997.1921.000.000.000.0013448.050.000.001.006311.290.000.0019759.340.008.0014.007.22172.40172.400.003275.6014.000.000.00

38、0.001222.280.000.000.9919612.060.000.0020834.340.009.0014.0070.031505.811505.810.0028610.3914.000.000.000.0010675.880.000.001.0020834.340.000.0031510.210.0010.006.0034.35588.77588.770.005298.930.000.000.000.00553.890.000.000.9931203.560.000.0031757.450.0011.007.0015.56197.22197.220.001774.980.000.00

39、0.000.00216.320.000.001.0031752.610.000.0031968.930.0012.007.0056.17435.30435.300.003917.700.000.000.000.00477.450.000.001.0031968.930.000.0032446.370.0013.007.0013.9137.2437.240.00335.160.000.000.000.0040.850.000.001.0032446.370.000.0032487.220.00天然+135m天然+135m块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水

40、流倾角地震影响系数内聚力t/m2内摩擦角本段下滑力KN本段抗滑力RKN本段阻滑比上一段的传递系数上一段的下滑力与传递系数之积KN上一段剩余抗滑力与传递系数之积本段总剩余阻滑力KN本段总剩余下滑推力KN本段稳定系数4.0033.0031.65127.720.00127.722362.820.000.000.000.001286.880.000.000.001286.880.005.0024.0038.07142.130.00142.132629.410.000.000.000.001069.470.000.000.991271.040.000.002340.510.00195.006.0021.

41、0069.97574.360.00574.3610625.660.000.000.000.003807.890.000.001.002337.310.000.006145.200.007.0021.0066.311263.010.001263.0123365.690.000.000.000.008373.510.000.001.006145.200.000.0014518.710.008.0014.007.22172.400.00172.403189.400.000.000.000.00771.590.000.000.9914410.490.000.0015182.070.009.0014.0

42、070.031505.810.001505.8127857.490.000.000.000.006739.330.000.001.0015182.070.000.0021921.400.0010.006.0034.35588.7765.13523.6410273.510.000.000.000.001073.870.000.000.9921708.060.000.0022781.940.0011.007.0015.56197.2273.60123.622949.370.000.000.000.00359.440.000.001.0022778.470.000.0023137.900.0012.

43、007.0056.17435.30350.2785.034725.490.000.000.000.00575.890.000.001.0023137.900.000.0023713.800.0013.007.0013.9137.2437.240.00335.160.000.000.000.0040.850.000.001.0023713.800.000.0023754.640.00天然+135m+暴雨天然+135m+暴雨块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数内聚力t/m2内摩擦角本段下滑力KN本段抗滑力RKN本段阻滑比上一段的传递系数上一

44、段的下滑力与传递系数之积KN上一段剩余抗滑力与传递系数之积本段总剩余阻滑力KN本段总剩余下滑推力KN本段稳定系数4.0033.0031.65127.72127.720.002426.680.000.000.000.001321.660.000.000.001321.660.005.0024.0038.07142.13142.130.002700.470.000.000.000.001098.380.000.000.991305.390.000.002403.770.00195.006.0021.0069.97574.36574.360.0010912.840.000.000.000.00391

45、0.810.000.001.002400.480.000.006311.290.007.0021.0066.311263.011263.010.0023997.190.000.000.000.008599.820.000.001.006311.290.000.0014911.100.008.0014.007.22172.40172.400.003275.600.000.000.000.00792.440.000.000.9914799.960.000.0015592.400.009.0014.0070.031505.811505.810.0028610.390.000.000.000.0069

46、21.470.000.001.0015592.400.000.0022513.870.0010.006.0034.35588.77588.770.005298.930.000.000.000.00553.890.000.000.9922294.770.000.0022848.660.0011.007.0015.56197.22197.220.001774.980.000.000.000.00216.320.000.001.0022845.180.000.0023061.490.0012.007.0056.17435.30435.300.003917.700.000.000.000.00477.

47、450.000.001.0023061.490.000.0023538.940.0013.007.0013.9137.2437.240.00335.160.000.000.000.0040.850.000.001.0023538.940.000.0023579.780.00天然A-A天然块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数内聚力t/m2内摩擦角本段下滑力KN本段抗滑力RKN本段阻滑比上一段的传递系数上一段的下滑力与传递系数之积KN上一段剩余抗滑力与传递系数之积本段总剩余阻滑力KN本段总剩余下滑推力KN本段稳定系数4.0049.0010.

48、5515.0015.000.00186.980.051.0015.00147.2541.530.28215.095.0037.008.9952.2252.220.00792.390.051.0015.00508.51172.170.34597.116.0026.0011.4793.22093.220.001591.930.051.0015.00769.39385.510.50776.437.0024.006.5063.6063.600.001103.930.051.0015.00499.43270.710.54491.508.0019.0011.93128.73128.730.002312.6

49、20.051.0015.00862.24587.750.68796.309.003.0012.06119.62119.620.002269.670.051.0015.00232.11617.792.66118.9510.00-3.006.2146.8746.870.00889.310.051.0015.00-2.14244.80-114.48-46.6111.00-18.0010.6852.4552.450.00947.780.051.0015.00-247.81256.13-1.03-307.9512.0078.397570.942640.8213.0096.5836.722933.211.

50、111.065天然+暴雨B-B天然+暴雨块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数内聚力t/m2内摩擦角本段下滑力KN本段抗滑力RKN本段阻滑比上一段的传递系数上一段的下滑力与传递系数之积KN上一段剩余抗滑力与传递系数之积本段总剩余阻滑力KN本段总剩余下滑推力KN本段稳定系数4.0053.0013.0018.3018.300.00209.25277.695.0047.0010.9148.2348.230.00624.96670.196.0040.008.6459.8459.840.00870.96730.827.0025.007.3764.7

51、664.760.001115.16520.018.005.009.6993.3093.300.001765.95154.509.00-5.0011.8590.9990.990.001722.23-150.6810.00-15.007.3069.0069.000.001266.33-339.3111.0012.0068.765052.421863.2213.0073.4829.542126.391.141.096表 10工 况稳定系数自重1.45自重+地震（0.04g）1.26自重+暴雨（0.1H）1.20自重+175m库水位1.24自重+175m库水位+地震（0.04g）1.10自重+175m

52、库水位+暴雨（0.1H）1.29自重+175m骤降至145m1.23自重+175m骤降至145m+暴雨（0.1H）0.99自重+135m库水位+暴雨（0.1H）1.00=18s=14=18s=14=18s=14=18s=14=18s=14天天然然块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数142.0017.4184.9300.0084.931571.210.000.00242.0030.53404.990.00404.997492.320.000.00338.0044.66922.780.00922.7817071.430.000.00430.

53、0010.30260.880.00260.884826.280.000.0051.0086.901608.100.001608.1029749.850.000.006-6.0013.4731.010.0031.01573.690.000.00天天然然+暴暴雨雨块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数142.0017.4184.93084.930.001613.670.000.00242.0030.53404.99404.990.007694.810.000.00338.0044.66922.78922.780.0017532.820.000

54、.00430.0010.30260.88260.880.004956.720.000.0051.0086.901608.101608.100.0030553.900.000.006-6.0013.4731.0131.010.00589.190.000.00天天然然+地地震震块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数142.0017.4184.9300.0084.931571.210.000.04242.0030.53404.990.00404.997492.320.000.04338.0044.66922.780.00922.7817071.

55、430.000.04430.0010.30260.880.00260.884826.280.000.0451.0086.901608.100.001608.1029749.850.000.046-6.0013.4731.010.0031.01573.690.000.04天天然然+175m块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数142.0017.4184.9300.0084.931571.210.000.00242.0030.53404.990.00404.997492.320.000.00338.0044.66922.78549.51373

56、.2711851.090.000.00430.0010.30260.88260.880.002347.920.000.0051.0086.901608.101608.100.0014472.900.000.006-6.0013.4731.0131.010.00279.090.000.00天天然然+175m+地地震震块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数142.0017.4184.9300.0084.931571.210.000.04242.0030.53404.990.00404.997492.320.000.04338.0044.669

57、22.78549.51373.2711851.090.000.04430.0010.30260.88260.880.002347.920.000.0451.0086.901608.101608.100.0014472.900.000.046-6.0013.4731.0131.010.00279.090.000.04天天然然+175m+暴暴雨雨块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数142.0017.4184.93084.930.001613.670.000.00242.0030.53404.99404.990.007694.810.000.

58、00338.0044.66922.78922.780.009094.770.000.00430.0010.30260.88260.880.002347.920.000.0051.0086.901608.101608.100.0014472.900.000.006-6.0013.4731.0131.010.00279.090.000.00天天然然+175m-145m块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数142.0017.4184.9300.0084.931571.210.000.00242.0030.53404.990.00404.9974

59、92.320.000.00338.0044.66922.78421.49501.2917282.1838.000.00430.0010.30260.88260.880.004956.7230.000.0051.0086.901608.101608.100.0014472.900.000.006-6.0013.4731.0131.010.00279.090.000.00天天然然+175m-145m+暴暴雨雨块段编号滑面倾角滑面长度m块体面积m2水下面积m2水上面积m2滑体重量KN水流倾角地震影响系数142.0017.4184.93084.930.001613.670.000.00242.0030

60、.53404.99404.990.007694.810.000.00338.0044.66922.78922.780.0017532.8238.000.00430.0010.30260.88260.880.004956.7230.000.0051.0086.901608.101608.100.0014472.900.000.006-6.0013.4731.0131.010.00279.090.000.00内聚力t/m2内摩擦角本段下滑力KN本段抗滑力RKN本段阻滑比上一段的传递系数上一段的下滑力与传递系数之积KN上一段剩余抗滑力与传递系数之积本段总剩余阻滑力KN0.000.001051.340