大歇中学抗滑桩计桩稳定性计算表

附件1：大歇中学不稳定斜坡稳定性计算条块图1-1′剖面稳定性计算条块图2-2′剖面稳定性计算条块图3-3′剖面稳定性计算条块图4-4′剖面稳定性计算条块图5-5′剖面稳定性计算条块图7-7′剖面稳定性计算条块图9-9′剖面次级滑动面稳定性计算条块图9-9′-A剖面稳定性计算条块图9-9′-B剖面稳定性计算条块图10-10′剖面次级滑动面稳定性计算条块图10-10′-A剖面稳定性计算条块图10-10′-B剖面稳定性计算条块图大歇中学不稳定斜坡1-1′剖面潜在滑动面1天然工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=1.16319块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）17.040.0021.8021.970.000.00153.439.1649.3021.5019.50116.32232.371.00710.001.171.010.0029.160.0021.8021.970.000.00199.734.6150.7021.5019.50154.56143.870.978330.871.170.9831.59324.590.0021.8021.970.000.00536.066.5047.0021.5019.50392.05269.210.9627190.811.170.96192.87426.380.0021.8021.970.000.00575.134.8541.0021.5019.50377.32258.070.9703339.151.170.97342.45542.450.0021.8021.970.000.00925.486.6736.1021.5019.50545.29408.180.9789523.461.170.98528.76635.510.0021.8021.970.000.00774.125.1632.5021.5019.50415.93342.180.9882634.181.170.99641.14731.810.0021.8021.970.000.00693.524.5330.4021.5019.50350.95309.130.9859711.861.170.99720.33829.950.0021.8021.970.000.00652.954.0428.2023.5022.00308.55327.340.9811728.981.170.98739.02924.100.0021.8021.970.000.00525.453.2325.3023.5022.00224.55267.840.9697709.531.170.97720.801033.730.0021.8021.970.000.00735.344.7620.8023.5022.00261.12389.570.9667614.211.170.97627.201119.480.0021.8021.970.000.00424.622.7915.9023.5022.00116.33230.560.9798511.861.170.98525.681220.390.0021.8021.970.000.00444.462.9412.8023.5022.0098.47244.080.9859390.131.170.99404.951315.330.0021.8021.970.000.00334.132.4110.6023.5022.0061.46189.330.9893283.341.170.99298.921415.650.0021.8021.970.000.00341.243.298.9023.5022.0052.79213.550.9931149.501.170.99166.001515.910.0021.8021.970.000.00346.773.777.8023.5022.0047.06227.45-0.011.1717.53大歇中学不稳定斜坡1-1′剖面潜在滑动面1暴雨工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=1.02097块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）10.007.0421.8021.970.000.00154.629.1649.3018.0016.00117.23193.791.00660.001.171.010.0020.009.1621.8021.970.000.00201.294.6150.7018.0016.00155.77119.500.979838.721.170.9853.6330.0024.5921.8021.970.000.00540.246.5047.0018.0016.00395.11222.650.9652214.971.170.97257.4840.0026.3821.8021.970.000.00579.614.8541.0018.0016.00380.26212.810.9724379.301.170.98447.8450.0042.4521.8021.970.000.00932.696.6736.1018.0016.00549.54336.140.9804589.131.170.98699.0860.0035.5121.8021.970.000.00780.155.1632.5018.0016.00419.18281.590.9890720.951.170.99865.4470.0031.8121.8021.970.000.00698.934.5330.4018.0016.00353.68254.330.9852817.621.170.99993.4080.0029.9521.8021.970.000.00658.054.0428.2021.5020.50310.96303.600.9802819.121.170.981031.9590.0024.1021.8021.970.000.00529.543.2325.3021.5020.50226.30248.440.9682785.861.170.971027.90100.0033.7321.8021.970.000.00741.074.7620.8021.5020.50263.16361.340.9651670.101.170.97953.29110.0019.4821.8021.970.000.00427.932.7915.9021.5020.50117.24213.860.9787554.461.170.98858.23120.0020.3921.8021.970.000.00447.922.9412.8021.5020.5099.24226.410.9852420.141.170.99747.87130.0015.3321.8021.970.000.00336.732.4110.6021.5020.5061.94175.570.9887303.911.170.99650.03140.0015.6521.8021.970.000.00343.903.298.9021.5020.5053.20197.790.9928159.951.170.99527.74150.0015.9121.8021.970.000.00349.483.777.8021.5020.5047.43210.550.001.17391.87大歇中学不稳定斜坡1-1′剖面潜在滑动面2天然工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=1.13054块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）17.040.0021.8021.970.000.00153.439.1649.3021.5019.50116.32232.371.00740.001.171.010.0029.160.0021.8021.970.000.00199.734.6150.7021.5019.50154.56143.870.977727.301.170.9831.59324.590.0021.8021.970.000.00536.066.5047.0021.5019.50392.05269.210.9618180.621.170.96192.87426.380.0021.8021.970.000.00575.134.8541.0021.5019.50377.32258.070.9696322.761.170.97342.45542.450.0021.8021.970.000.00925.486.6736.1021.5019.50545.29408.180.9784497.181.170.98528.76635.510.0021.8021.970.000.00774.125.1632.5021.5019.50415.93342.180.9915599.681.170.99641.14733.030.0021.8021.970.000.00720.054.5531.0021.5019.50370.86316.390.9757685.561.170.98736.28831.100.0021.8021.970.000.00677.984.0227.0021.5019.50307.80300.351.0000711.041.171.00770.03925.200.0021.8021.970.000.00549.363.2927.0021.5019.50249.40244.071.0000744.561.171.00810.821037.000.0021.8021.970.000.00806.604.9627.0021.5019.50366.19361.140.9757791.301.170.98868.351122.520.0021.8021.970.000.00490.942.9223.0021.5019.50191.82222.810.9757766.831.170.98849.291224.860.0021.8021.970.000.00541.953.0319.0021.5019.50176.44246.600.9038706.521.170.91794.961319.210.0020.1020.300.000.00386.122.377.0023.5022.0047.06210.540.9318499.411.170.93587.621419.800.0020.1020.300.000.00397.983.27-2.0023.5022.00-13.89237.540.9799241.341.170.98331.731517.800.0020.1020.300.000.00357.783.75-5.0023.5022.00-31.18232.13-0.011.1795.69大歇中学不稳定斜坡1-1′剖面潜在滑动面2暴雨工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=0.95137块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）10.007.0421.8021.970.000.00154.629.1649.3018.0016.00117.23193.791.00710.001.171.010.0020.009.1621.8021.970.000.00201.294.6150.7018.0016.00155.77119.500.978530.161.170.9853.6330.0024.5921.8021.970.000.00540.246.5047.0018.0016.00395.11222.650.9630190.581.170.97257.4840.0026.3821.8021.970.000.00579.614.8541.0018.0016.00380.26212.810.9706340.111.170.98447.8450.0042.4521.8021.970.000.00932.696.6736.1018.0016.00549.54336.140.9791526.331.170.98699.0860.0035.5121.8021.970.000.00780.155.1632.5018.0016.00419.18281.590.9918638.531.170.99865.4470.0033.0321.8021.970.000.00725.674.5531.0018.0016.00373.75260.260.9765733.461.170.981010.9080.0031.1021.8021.970.000.00683.274.0227.0018.0016.00310.20246.931.0000766.891.171.001090.3090.0025.2021.8021.970.000.00553.643.2927.0018.0016.00251.35200.671.0000807.311.171.001170.13100.0037.0021.8021.970.000.00812.894.9627.0018.0016.00369.04296.970.9765864.211.170.981285.36110.0022.5221.8021.970.000.00494.762.9223.0018.0016.00193.32183.150.9765844.741.170.981297.03120.0024.8621.8021.970.000.00546.173.0319.0018.0016.00177.82202.620.8964789.761.170.911276.34130.0019.2120.1020.300.000.00389.962.377.0021.5020.5047.52195.670.9262549.831.170.941043.93140.0019.8020.1020.300.000.00401.943.27-2.0021.5020.50-14.03220.490.9781263.471.170.98776.41150.0017.8020.1020.300.000.00361.343.75-5.0021.5020.50-31.49215.21-0.021.17546.93大歇中学不稳定斜坡1-1′剖面次级滑动面暴雨工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=1.18865块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）10.007.0421.8021.970.000.00154.629.1649.3018.0016.00117.23193.791.00560.001.171.010.0020.009.1621.8021.970.000.00201.294.6150.7018.0016.00155.77119.500.982355.231.170.9853.6330.0024.5921.8021.970.000.00540.246.5047.0018.0016.00395.11222.650.9693262.051.170.97257.4840.0026.3821.8021.970.000.00579.614.8541.0018.0016.00380.26212.810.9757455.241.170.98447.8450.0042.4521.8021.970.000.00932.696.6736.1018.0016.00549.54336.140.8736710.941.170.87699.0860.0035.5121.8020.300.000.00720.854.7320.0021.5020.50246.55354.960.9822568.971.170.98552.8770.0026.2121.8020.300.000.00532.064.0917.0021.5020.50155.56278.170.9822480.361.170.98460.6780.0021.1420.1020.300.000.00429.143.6714.0021.5020.50103.82234.590.9944378.251.170.99355.6590.0014.3920.1020.300.000.00292.123.0013.0021.5020.5065.71170.920.9944298.041.170.99273.24100.0015.7620.1020.300.000.00319.934.5512.0021.5020.5066.52214.831.0000182.141.171.00154.58110.007.3020.1020.300.000.00148.192.7312.0021.5020.5030.81112.890.9944117.981.170.9988.90120.006.8420.1020.300.000.00138.852.9111.0021.5020.5026.49113.530.994448.301.170.9917.86130.003.9020.1020.300.000.0079.172.0610.0021.5020.5013.7573.44-0.011.170.00大歇中学不稳定斜坡2-2′剖面潜在滑动面1天然工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=1.29829块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）11.530.0021.3821.550.000.0032.653.0046.5019.0017.0023.6863.950.99830.001.181.000.0024.210.0021.3821.550.000.0089.992.8146.1019.0017.0064.8472.510.98328.991.180.983.40311.470.0021.3821.550.000.00245.194.1742.5019.0017.00165.65134.520.952270.881.180.9554.98413.040.0021.3821.550.000.00278.753.6633.7019.0017.00154.66140.520.9953113.921.180.9987.74517.770.0021.3821.550.000.00379.904.7432.6019.0017.00204.68187.980.9912173.271.180.99132.66630.410.0021.3821.550.000.00650.126.4230.6019.0017.00330.94293.040.9515276.971.180.95213.97720.280.0021.3821.550.000.00433.573.7721.7019.0017.00160.31194.830.9494273.791.180.95198.02817.810.0021.3821.550.000.00380.843.6613.6022.0020.5089.55218.980.9610180.821.180.9691.18920.900.0021.3821.550.000.00446.765.987.1022.0020.5055.22297.290.001.180.00大歇中学不稳定斜坡2-2′剖面潜在滑动面1暴雨工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=1.14907块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）10.001.5321.3821.550.000.0032.913.0046.5017.0015.0023.8757.140.99830.001.181.000.0020.004.2121.3821.550.000.0090.702.8146.1017.0015.0065.3664.660.98349.091.180.9810.5630.0011.4721.3821.550.000.00247.144.1742.5017.0015.00166.96119.730.952671.701.180.9575.8940.0013.0421.3821.550.000.00280.973.6633.7017.0015.00155.89124.920.9953115.481.181.00122.3950.0017.7721.3821.550.000.00382.924.7432.6017.0015.00206.31167.090.9913175.841.180.99186.5460.0030.4121.3821.550.000.00655.296.4230.6017.0015.00333.57260.260.9519281.381.180.95297.9670.0020.2821.3821.550.000.00437.013.7721.7017.0015.00161.58172.920.9502278.931.180.95298.9580.0017.8121.3821.550.000.00383.873.6613.6020.5018.0090.26196.320.9616184.451.180.96208.2690.0020.9021.3821.550.000.00450.315.987.1020.5018.0055.66267.76-0.011.1829.17大歇中学不稳定斜坡2-2′剖面潜在滑动面2天然工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=1.37368块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）11.530.0021.3821.550.000.0032.653.0046.5019.0017.0023.6863.950.99840.001.181.000.0024.210.0021.3821.550.000.0089.992.8146.1019.0017.0064.8472.510.984112.061.180.983.40311.470.0021.3821.550.000.00245.194.1742.5019.0017.00165.65134.520.954279.591.180.9554.98413.040.0021.3821.550.000.00278.753.6633.7019.0017.00154.66140.520.9955128.311.180.9987.74517.770.0021.3821.550.000.00379.904.7432.6019.0017.00204.68187.980.9916195.571.180.99132.66630.410.0021.3821.550.000.00650.126.4230.6019.0017.00330.94293.040.9535311.551.180.95213.97720.280.0021.3821.550.000.00433.573.7721.7019.0017.00160.31194.831.0012315.551.181.00198.02820.990.0021.3821.550.000.00448.773.7922.0019.0017.00168.11199.220.7913338.991.180.77197.56924.980.0021.3821.550.000.00534.075.94-3.0022.0020.50-27.95330.09-0.011.180.00大歇中学不稳定斜坡2-2′剖面潜在滑动面2暴雨工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=1.21338块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）10.001.5321.3821.550.000.0032.913.0046.5017.0015.0023.8757.140.99840.001.181.000.0020.004.2121.3821.550.000.0090.702.8146.1017.0015.0065.3664.660.984212.071.180.9810.5630.0011.4721.3821.550.000.00247.144.1742.5017.0015.00166.96119.730.954480.171.180.9575.8940.0013.0421.3821.550.000.00280.973.6633.7017.0015.00155.89124.920.9956129.461.181.00122.3950.0017.7721.3821.550.000.00382.924.7432.6017.0015.00206.31167.090.9917197.491.180.99186.5460.0030.4121.3821.550.000.00655.296.4230.6017.0015.00333.57260.260.9538314.931.180.95297.9670.0020.2821.3821.550.000.00437.013.7721.7017.0015.00161.58172.921.0011319.451.181.00298.9580.0020.9921.3821.550.000.00452.333.7922.0017.0015.00169.45176.810.7931343.541.180.79318.9190.0024.9821.3821.550.000.00538.325.94-3.0020.5018.00-28.17296.44-0.011.180.00大歇中学不稳定斜坡2-2′剖面次级滑动面暴雨工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=1.62181块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）10.001.5321.3821.550.000.0032.913.0046.5017.0015.0023.8757.140.99880.001.181.000.0020.004.2121.3821.550.000.0090.702.8146.1017.0015.0065.3664.660.987725.491.180.9810.5630.0011.4721.3821.550.000.00247.144.1742.5017.0015.00166.96119.730.9329118.311.180.9275.8940.0011.7921.3820.300.000.00239.343.4530.0020.5018.00119.67138.070.9500144.911.180.9472.2350.0013.1621.3820.300.000.00267.154.2920.0020.5018.0091.37169.510.9836124.521.180.9815.3960.0016.9721.3820.300.000.00344.495.7616.0020.5018.0094.95225.680.968178.281.180.960.0070.007.3321.3820.300.000.00148.803.559.0020.5018.0023.28120.530.996424.751.181.000.0080.002.7821.3821.550.000.0059.911.678.0020.5018.008.3453.510.001.180.00大歇中学不稳定斜坡3-3′剖面潜在滑面天然工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=1.26849块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）16.550.0021.3821.550.000.00140.085.7653.5019.0017.00112.61134.970.98506.201.180.980.00225.750.0021.3821.550.000.00550.627.3150.3019.0017.00423.65246.420.9547235.491.180.95214.82341.970.0021.3821.550.000.00897.217.0242.0019.0017.00600.35337.130.9952559.411.180.99519.18412.230.0021.3821.550.000.00261.391.6240.9019.0017.00171.1491.220.9520655.951.180.95610.34540.700.0021.3821.550.000.00870.254.5532.2019.0017.00463.74311.650.9451842.541.180.94779.02641.210.0021.3821.550.000.00881.164.4322.5019.0017.00337.20332.960.9561870.991.180.95788.91763.010.0021.3821.550.000.001347.097.0014.4019.0017.00335.01531.960.9559748.361.180.95636.43858.650.0021.3821.550.000.001254.027.157.3022.0020.50159.34622.270.9897384.141.180.99238.61950.810.0021.3821.550.000.001086.219.445.4022.0020.50102.22611.93-0.011.180.00大歇中学不稳定斜坡3-3′剖面潜在滑面暴雨工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=1.11893块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）10.006.5521.3821.550.000.00141.205.7653.5017.0015.00113.50120.480.98515.831.180.9911.4020.0025.7521.3821.550.000.00555.007.3150.3017.0015.00427.02219.260.9550236.801.180.96252.4430.0041.9721.3821.550.000.00904.357.0242.0017.0015.00605.13299.330.9952563.741.181.00592.9840.0012.2321.3821.550.000.00263.471.6240.9017.0015.00172.5080.930.9523661.221.180.95694.2050.0040.7021.3821.550.000.00877.174.5532.2017.0015.00467.42276.290.9454850.161.180.95895.6560.0041.2121.3821.550.000.00888.164.4322.5017.0015.00339.88295.090.9563879.871.180.96938.3870.0063.0121.3821.550.000.001357.807.0014.4017.0015.00337.67471.440.9564757.741.180.96837.1480.0058.6521.3821.550.000.001263.997.157.3020.5018.00160.61553.860.9898390.351.180.99493.4790.0050.8121.3821.550.000.001094.859.445.4020.5018.00103.03547.620.001.18127.64大歇中学不稳定斜坡3-3′剖面次级滑动面暴雨工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=1.50231块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）10.006.5521.3821.550.000.00141.205.7653.5017.0015.00113.50120.480.943833.311.180.9311.4020.0021.1521.3820.300.000.00429.356.1843.0020.5018.00292.81228.720.9257172.011.180.91109.6330.0028.1721.3820.300.000.00571.855.9930.0020.5018.00285.93283.710.9602256.311.180.95145.5240.007.4521.3820.300.000.00151.241.3322.0020.5018.0056.6572.830.9873254.281.180.98133.4750.0022.7521.3820.300.000.00461.834.0919.0020.5018.00150.36225.730.9873251.151.180.9890.4260.0018.9121.3820.300.000.00383.874.2416.0020.5018.00105.81206.820.9773216.111.180.9719.5470.0022.3521.3820.300.000.00453.716.8811.0020.5018.0086.57285.750.9719107.581.180.970.0080.0012.5021.3821.550.000.00269.385.135.0020.5018.0023.48192.36-0.011.180.00大歇中学不稳定斜坡4-4′剖面潜在滑面天然工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=1.23100块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）113.710.0021.3821.550.000.00293.1010.0837.4019.0017.00178.02262.690.99780.001.181.000.00224.860.0021.3821.550.000.00531.447.9336.9019.0017.00319.09280.620.956491.131.180.9581.28391.150.0021.3821.550.000.001948.8116.7929.0019.0017.00944.80840.021.0187349.561.181.02310.53414.950.0021.3821.550.000.00319.572.7634.3019.0017.00180.08133.210.9922427.961.180.99383.83532.590.0021.3821.550.000.00696.674.8732.6019.0017.00375.34271.970.9679579.031.180.97525.57644.510.0021.3821.550.000.00951.655.8926.5019.0017.00424.62372.360.9704682.601.180.97617.18728.230.0021.3821.550.000.00603.623.5720.8019.0017.00214.35240.400.9673681.451.180.97608.87826.100.0021.3821.550.000.00558.003.6714.6019.0017.00140.65234.860.9337609.051.180.93529.89936.260.0021.3821.550.000.00775.157.934.8022.0020.5064.86463.260.9864257.211.180.99165.851024.880.0021.3821.550.000.00531.836.412.4022.0020.5022.27339.75-0.011.180.00大歇中学不稳定斜坡4-4′剖面潜在滑面暴雨工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=1.08706块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）10.0013.7121.3821.550.000.00295.4310.0837.4017.0015.00179.44234.230.99780.001.181.000.0020.0024.8621.3821.550.000.00535.677.9336.9017.0015.00321.63249.610.956692.011.180.96110.0930.0091.1521.3821.550.000.001964.3016.7929.0017.0015.00952.31745.691.0185354.371.181.02425.9940.0014.9521.3821.550.000.00322.112.7634.3017.0015.00181.52118.270.9922433.641.180.99514.3950.0032.5921.3821.550.000.00702.214.8732.6017.0015.00378.33241.300.9681586.631.180.97684.5360.0044.5121.3821.550.000.00959.215.8926.5017.0015.00428.00330.210.9706692.171.180.97812.3070.0028.2321.3821.550.000.00608.423.5720.8017.0015.00216.05213.140.9675691.791.180.97825.3980.0026.1021.3821.550.000.00562.433.6714.6017.0015.00141.77208.260.9345619.511.180.94765.6090.0036.2621.3821.550.000.00781.327.934.8020.5018.0065.38415.540.9866262.071.180.99431.77100.0024.8821.3821.550.000.00536.066.412.4020.5018.0022.45305.49-0.011.18189.97大歇中学不稳定斜坡4-4′剖面次级滑面暴雨工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=1.19119块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）10.0013.7121.3821.550.000.00295.4310.0837.4017.0015.00179.44234.230.99800.001.181.000.0020.0024.8621.3821.550.000.00535.677.9336.9017.0015.00321.63249.610.9596112.081.180.96110.0930.0091.1521.3821.550.000.001964.3016.7929.0017.0015.00952.31745.690.9593433.861.180.96425.9940.0013.5521.3820.300.000.00275.072.5022.0020.5018.00103.04134.120.9899406.661.180.99397.9050.0026.8421.3820.300.000.00544.854.6020.0020.5018.00186.35260.660.9724370.071.180.97359.2960.0031.8821.3820.300.000.00647.165.6015.0020.5018.00167.50317.910.9844260.481.180.98247.3870.0017.6021.3820.300.000.00357.283.5012.0020.5018.0074.28185.300.9785175.131.180.98160.7380.0013.2121.3820.300.000.00268.163.808.0020.5018.0037.32164.181.000070.861.181.0055.4390.006.5921.3820.300.000.00133.783.108.0020.5018.0018.62106.59-0.011.180.00大歇中学不稳定斜坡5-5′剖面天然工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=2.00629块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）12.150.0021.3821.550.000.0045.864.8947.0019.0017.0033.54102.470.97810.001.150.970.0028.300.0021.3821.550.000.00177.415.9440.9019.0017.00116.16153.840.975439.481.150.960.00320.790.0021.3821.550.000.00444.497.8634.2019.0017.00249.84261.660.9944157.931.150.9922.31426.920.0021.3821.550.000.00575.578.2232.3019.0017.00307.56304.960.9765312.601.150.9664.48519.590.0021.3821.550.000.00418.775.2626.6022.0020.50187.51255.700.9760365.331.150.9627.24642.990.0021.3821.550.000.00919.089.2720.8022.0020.50326.37525.220.9585421.171.150.940.00745.770.0021.3821.550.000.00978.639.2611.8022.0020.50200.13561.770.9632323.821.150.940.00827.100.0021.3821.550.000.00579.296.413.6022.0020.5036.37357.110.9917170.281.150.990.00921.390.0021.3821.550.000.00457.308.581.3022.0020.5010.37359.630.001.150.00大歇中学不稳定斜坡5-5′剖面暴雨工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=1.78421块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）10.002.1521.3821.550.000.0046.224.8947.0017.0015.0033.8191.580.97840.001.150.970.0020.008.3021.3821.550.000.00178.825.9440.9017.0015.00117.08137.180.975640.201.150.970.0030.0020.7921.3821.550.000.00448.027.8634.2017.0015.00251.83232.840.9945160.541.150.9949.3640.0026.9221.3821.550.000.00580.158.2232.3017.0015.00310.00271.170.9770317.681.150.97123.1550.0019.5921.3821.550.000.00422.105.2626.6020.5018.00189.00230.440.9765370.201.150.97107.7060.0042.9921.3821.550.000.00926.399.2720.8020.5018.00328.97471.460.9592426.221.150.9423.0870.0045.7721.3821.550.000.00986.419.2611.8020.5018.00201.72503.460.9638328.371.150.950.0080.0027.1021.3821.550.000.00583.906.413.6020.5018.0036.66320.690.9919173.411.150.990.0090.0021.3921.3821.550.000.00460.938.581.3020.5018.0010.46325.560.001.150.00大歇中学不稳定斜坡7-7′-A剖面天然工况稳定性计算滑坡稳定性及剩余下滑力计算表稳定性系数FS=1.37341块号滑体土附加竖向荷载Gbi(kN/m)水平荷载Qi(KN/m)岩土体自重Gi（kN/m）滑面长度Li（m）滑面倾角θi（°）滑面粘聚力Ci（kPa）滑面内摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）传递系数ψi-1剩余下滑力Pi（kN/m）当Pi-1<0时，取Pi-1=0设计推力计算水上面积V(m2)水下面积V(m2)天然重度(kN/m3)饱和重度(kN/m3)安全系数Fst传递系数ψi-1剩余下滑力（kN/m）11.920.0021.3821.550.000.0041.093.5762.5019.0017.0036.4573.610.95870.001.100.950.0023.760.0021.3821.550.000.0080.282.2254.4019.0017.0065.2856.450.975724.181.100.9713.9635.230.0021.3821.550.000.00111.712.0449.2019.0017.0084.5661.080.981063.681.100.9842.5946.950.0021.3821.550.000.00148.552.0845.0019.0017.00105.0471.650.9529115.341.100.9481.51520.070.0021.3821.550.000.00429.184.6936.0019.0017.00252.27195.250.9893220.011.100.99151.73636.470.0021.3821.550.000.00779.797.6733.5019.0017.00430.40344.480.9690397.241.100.96266.99745.710.0021.3821.550.000.00977.2810.3127.1019.0017.00445.19461.871.0000493.811.101.00282.36834.740.0021.3821.550.000.00742.839.6727.1019.0017.00338.39385.921.0037551.211.101.00269.92920.860.0021.3821.550.000.00445.996.2028.1019.0017.00210.07238.121.0026589.