滑坡稳定性计算表格

1、 NO5NO5-1-1 滑滑坡坡稳稳定定性性计计算算表表（现现阶阶段段）剖面号工况条块编号滑动面倾角滑动面长度(m)土体面积(m2)土体重度kN/m3条块重力(kN/m)地震力(kN/m)粘聚力c(kPa)内摩擦角()法向分力Ni(kN/m)下滑力Ti(kN/m)抗滑力Ri(kN/m)传递系数I条块传递下滑力（kN/m）总下滑力(kN/m)条块传递抗滑力（kN/m）总抗滑力(kN/m)稳定系数稳定性安全系数剩余推力(kN/m)滑块自重附加荷载1-1天然状态76.663.321.0921.523.4114.5020.005.4022.7850.060.49622.782182.6850.0627

2、31.851.251.15-23.8734.435.4514.5221.5312.1614.5020.00257.47176.50172.730.968187.79197.551.1518.4129.826.4318.7221.5402.5314.5020.00349.22200.18220.360.987381.87411.491.1527.6627.9114.0943.2721.5930.4014.5020.00822.20435.48503.620.968812.49909.881.1524.4823.428.6834.2921.5737.1514.5020.00676.43292.96

3、372.121.0311079.791253.271.150.0029.069.3237.8221.5813.0714.5020.00710.69394.96393.860.9971508.181685.921.1548.4828.5618.4680.2821.51726.0314.5020.001516.05825.09819.470.9582328.362499.901.15177.7122.755.9324.7521.5532.2214.5020.00490.81205.81264.600.8592436.492659.621.15142.346.5811.3436.3521.5781.

4、5414.5020.00776.3989.55447.032182.682731.851.150.00暴雨状态76.663.321.092223.9513.5017.505.5323.3046.520.52923.302278.0946.522509.411.101.20-18.5634.435.4514.5222319.4213.5017.50263.46180.60156.630.971192.92181.221.2050.2829.826.4318.7222411.8913.5017.50357.35204.83199.490.989392.24375.531.2095.1527.911

5、4.0943.2722952.0413.5017.50841.32445.60455.530.972833.49826.911.20173.2923.428.6834.2922754.2913.5017.50692.16299.77335.471.0261110.121139.431.20192.7229.069.3237.8222831.9813.5017.50727.22404.15355.150.9971543.321524.401.20327.5928.5618.4680.28221766.1713.5017.501551.31844.28738.340.9632383.242258.

6、421.20601.4622.755.9324.7522544.5913.5017.50502.22210.60238.380.8732505.592413.181.20593.536.5811.3436.3522799.7113.5017.50794.4591.64403.602278.092509.411.20224.30暴雨+地震76.663.321.092223.950.3013.5017.505.2323.3746.430.52923.372340.0046.432500.431.071.05-21.8934.435.4514.5222319.423.9913.5017.50261.

7、20183.89155.920.971196.25180.461.0525.6029.826.4318.7222411.895.1513.5017.50354.79209.30198.690.989399.94373.991.0545.9527.9114.0943.2722952.0411.9013.5017.50835.75456.12453.780.972851.62823.621.0570.5923.428.6834.2922754.299.4313.5017.50688.42308.42334.291.0261136.401135.051.0558.1729.069.3237.8222

8、831.9810.4013.5017.50722.17413.24353.560.9971579.381518.311.05140.0428.5618.4680.28221766.1722.0813.5017.501540.76863.67735.010.9632438.592249.031.05311.4922.755.9324.7522544.596.8113.5017.50499.59216.88237.550.8732565.172403.301.05290.126.5811.3436.3522799.7110.0013.5017.50793.30101.57403.242340.00

9、2500.431.050.00注：地震力P=0.0125Gs(Gs=条块重力；0.0125为水平地震力) NO5-2NO5-2 滑滑坡坡稳稳定定性性计计算算表表（现现阶阶段段）剖面号工况条块编号滑动面倾角滑动面长度(m)土体面积(m2)土体重度kN/m3条块重力(kN/m)地震力(kN/m)粘聚力c(kPa)内摩擦角()法向分力Ni(kN/m)下滑力Ti(kN/m)抗滑力Ri(kN/m)传递系数I条块传递下滑力（kN/m）总下滑力(kN/m)条块传递抗滑力（kN/m）总抗滑力(kN/m)稳定系数稳定性安全系数剩余推力(kN/m)滑块自重附加荷载2-2天然状态71.262.650.9221.51

10、9.8714.5020.006.3818.8140.700.61418.812339.1940.702684.881.151.15-19.0636.5310.9431.8921.5685.6914.5020.00551.00408.12359.130.958419.68384.131.1598.5030.727.3731.7821.5683.3214.5020.00587.46349.02320.710.996751.08688.711.15175.0430.176.1327.9321.5600.4914.5020.00519.17301.74277.840.9971050.16964.101

11、.15243.5929.643.1014.5321.5312.4314.5020.00271.56154.49143.720.9911201.081104.541.15276.7028.249.5044.4421.5955.5214.5020.00841.78452.14444.131.0031642.231538.571.15350.0028.799.2750.2721.51080.8814.5020.00947.30520.50479.170.9222168.342023.001.15470.5918.887.1642.8221.5920.6914.5020.00871.17297.874

12、20.850.9352298.032286.951.15355.7910.3811.6149.0621.51054.8914.5020.001037.64190.02546.082339.192684.881.155.19暴雨状态71.262.650.922220.3313.5017.506.5319.2537.790.64219.252431.6437.792450.721.011.20-14.6936.5310.9431.8922701.6413.5017.50563.82417.62325.410.963429.98349.681.20166.3030.727.3731.7822699.

13、2113.5017.50601.12357.14289.050.997771.18625.771.20299.6530.176.1327.9322614.4613.5017.50531.25308.76250.240.9971077.57874.091.20419.0029.643.1014.5322319.7013.5017.50277.88158.09129.400.9921232.471000.901.20478.0628.249.5044.4422977.7413.5017.50861.35462.66399.841.0031685.311392.771.20629.6028.799.

14、2750.27221106.0113.5017.50969.33532.60430.740.9312222.891827.631.20839.8418.887.1642.8222942.1013.5017.50891.43304.80377.680.9422373.902078.861.20769.8110.3811.6149.06221079.4213.5017.501061.77194.44491.572431.642450.721.20467.24暴雨+地震71.262.650.922220.330.2513.5017.506.2919.3337.710.64219.332496.773

15、7.712441.140.981.05-17.4136.5310.9431.8922701.648.7713.5017.50558.60424.66323.770.963437.08347.981.05110.9530.727.3731.7822699.218.7413.5017.50596.65364.65287.640.997785.53622.731.05202.0830.176.1327.9322614.467.6813.5017.50527.39315.40249.030.9971098.52869.841.05283.6029.643.1014.5322319.704.0013.5

16、017.50275.90161.56128.780.9921256.83996.051.05323.6228.249.5044.4422977.7412.2213.5017.50855.57473.43398.011.0031720.241386.131.05420.1328.799.2750.27221106.0113.8313.5017.50962.67544.72428.640.9312270.041818.871.05564.6818.887.1642.8222942.1011.7813.5017.50887.62315.94376.480.9422428.932069.511.054

17、80.8710.3811.6149.06221079.4213.4913.5017.501059.34207.71490.802496.772441.141.05180.47注：地震力P=0.0125Gs(Gs=条块重力；0.0125为水平地震力) NO5NO5-3-3 滑滑坡坡稳稳定定性性计计算算表表（现现阶阶段段）剖面号工况条块编号滑动面倾角滑动面长度(m)土体面积(m2)土体重度kN/m3条块重力(kN/m)地震力(kN/m)粘聚力c(kPa)内摩擦角()法向分力Ni(kN/m)下滑力Ti(kN/m)抗滑力Ri(kN/m)传递系数I条块传递下滑力（kN/m）总下滑力(kN/m)条块传递抗

18、滑力（kN/m）总抗滑力(kN/m)稳定系数稳定性安全系数剩余推力(kN/m)滑块自重附加荷载3-3天然状态69.483.011.1321.524.2314.5020.008.5022.6946.690.84022.692534.1446.692938.331.161.15-20.5951.629.3522.8621.5491.4714.5020.00305.16385.26246.650.941404.32285.881.15179.0943.808.6441.1721.5885.2114.5020.00638.88612.72357.880.954993.27626.961.15515.3

19、137.496.0737.1121.5797.8514.5020.00633.10485.54318.410.9591433.01916.451.15731.5132.268.5958.0321.51247.6515.0022.001055.04665.97555.180.9612040.311434.111.15912.2527.239.3574.8421.51609.0915.0022.001430.73736.32718.330.9442696.522096.131.151004.8720.267.5556.7421.51219.8615.0022.001144.36422.47575.

20、570.8862966.862553.441.15858.457.489.9556.5321.51215.4715.0022.001205.11158.33636.200.9162786.612898.231.15306.37-2.417.7319.4221.5417.4415.0022.00417.07-17.55284.422534.142938.331.150.00暴雨状态69.483.011.132224.7913.5017.508.6923.2243.330.85523.222476.2843.332515.251.021.20-15.4651.629.3522.8622502.90

21、13.5017.50312.26394.21224.690.948414.07261.741.20235.1543.808.6441.1722905.7913.5017.50653.74626.97322.830.9181019.44570.921.20652.4132.445.7035.5922782.8913.5017.50660.75419.91285.350.9681356.01809.591.20817.6227.808.2250.69221115.1114.0019.50986.38520.12464.320.9841832.911248.101.20951.3925.369.20

22、61.89221361.6214.0019.501230.43583.15564.540.9542386.711792.661.201071.4018.897.4843.8422964.4014.0019.50912.46312.23427.890.9762588.552137.631.20968.6315.2910.2344.5222979.4614.0019.50944.81258.23477.800.8862784.042563.621.20777.231.427.7217.4222383.2514.0019.50383.139.53243.802476.282515.251.20456.29暴雨+地震69.483.011.132224.790.3113.5017.508.4023.3343.240.85523.3