大歇中學抗滑樁計樁穩(wěn)定性計算表

附件1：大歇中學不穩(wěn)定斜坡穩(wěn)定性計算條塊圖1-1′剖面穩(wěn)定性計算條塊圖2-2′剖面穩(wěn)定性計算條塊圖3-3′剖面穩(wěn)定性計算條塊圖4-4′剖面穩(wěn)定性計算條塊圖5-5′剖面穩(wěn)定性計算條塊圖7-7′剖面穩(wěn)定性計算條塊圖9-9′剖面次級滑動面穩(wěn)定性計算條塊圖9-9′-A剖面穩(wěn)定性計算條塊圖9-9′-B剖面穩(wěn)定性計算條塊圖10-10′剖面次級滑動面穩(wěn)定性計算條塊圖10-10′-A剖面穩(wěn)定性計算條塊圖10-10′-B剖面穩(wěn)定性計算條塊圖大歇中學不穩(wěn)定斜坡1-1′剖面潛在滑動面1天然工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=1.16319塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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大歇中學不穩(wěn)定斜坡1-1′剖面潛在滑動面1暴雨工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=1.02097塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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大歇中學不穩(wěn)定斜坡1-1′剖面潛在滑動面2天然工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=1.13054塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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大歇中學不穩(wěn)定斜坡1-1′剖面潛在滑動面2暴雨工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=0.95137塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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大歇中學不穩(wěn)定斜坡1-1′剖面次級滑動面暴雨工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=1.18865塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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大歇中學不穩(wěn)定斜坡2-2′剖面潛在滑動面1天然工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=1.29829塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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大歇中學不穩(wěn)定斜坡2-2′剖面潛在滑動面1暴雨工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=1.14907塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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大歇中學不穩(wěn)定斜坡2-2′剖面潛在滑動面2天然工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=1.37368塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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大歇中學不穩(wěn)定斜坡2-2′剖面潛在滑動面2暴雨工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=1.21338塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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大歇中學不穩(wěn)定斜坡2-2′剖面次級滑動面暴雨工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=1.62181塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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大歇中學不穩(wěn)定斜坡3-3′剖面潛在滑面天然工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=1.26849塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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大歇中學不穩(wěn)定斜坡3-3′剖面潛在滑面暴雨工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=1.11893塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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大歇中學不穩(wěn)定斜坡3-3′剖面次級滑動面暴雨工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=1.50231塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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大歇中學不穩(wěn)定斜坡4-4′剖面潛在滑面天然工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=1.23100塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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大歇中學不穩(wěn)定斜坡4-4′剖面潛在滑面暴雨工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=1.08706塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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大歇中學不穩(wěn)定斜坡4-4′剖面次級滑面暴雨工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=1.19119塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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大歇中學不穩(wěn)定斜坡5-5′剖面天然工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=2.00629塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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大歇中學不穩(wěn)定斜坡5-5′剖面暴雨工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=1.78421塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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大歇中學不穩(wěn)定斜坡7-7′-A剖面天然工況穩(wěn)定性計算滑坡穩(wěn)定性及剩余下滑力計算表穩(wěn)定性系數(shù)FS=1.37341塊號滑體土附加豎向荷載Gbi(kN/m)水平荷載Qi(KN/m)巖土體自重Gi（kN/m）滑面長度Li（m）滑面傾角θi（°）滑面粘聚力Ci（kPa）滑面內(nèi)摩擦角φi（°）下滑力Ti（kN/m）抗滑力Ri（kN/m）傳遞系數(shù)ψi-1剩余下滑力Pi（kN/m）當Pi-1<0時，取Pi-1=0設計推力計算水上面積V(m2)水下面積V(m2)天然重度(kN/m3)飽和重度(kN/m3)安全系數(shù)Fst傳遞系數(shù)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.