中心寨滑坡抗滑樁越頂驗算10-10'剖面穩(wěn)定系數(shù)Fs=1.416治理（支護）剩余下滑力計算結(jié)果條塊號滑體體積V1重度γ1重量水力作用滑面?zhèn)鬟f系數(shù)抗滑力下滑力剩余下滑力穩(wěn)定系數(shù)安全系數(shù)傳遞系數(shù)支護剩余下滑力G水頭高度hw總水壓力U長度傾角內(nèi)聚力內(nèi)摩擦角ψRiTiPiFsFstψP（m3/m）（KN/m3）（KN/m）m（KN/m）Li（m）αi(o)ci(KPa)φ(o)(KN/m)(KN/m)(KN/m)(KN/m)124.8820.5510.041.0032.956.5930.50189183.01258.86109.810.711.3118.09259.2220.51214.01016.8327.001890.990474.26551.15273.620.721.30.991303.32372.0120.51476.2116.9527.741891.002512.04687.11544.130.531.31.001597.02434.7920.5713.2014.36-1.001890.736470.34-199.260.001.231.30.7410中心寨滑坡抗滑樁越頂驗算13-13'剖面穩(wěn)定系數(shù)Fs=1.346治理（支護）剩余下滑力計算結(jié)果條塊號滑體體積V1重度γ1重量水力作用滑面?zhèn)鬟f系數(shù)抗滑力下滑力剩余下滑力穩(wěn)定系數(shù)安全系數(shù)傳遞系數(shù)支護剩余下滑力G水頭高度hw總水壓力U長度傾角內(nèi)聚力內(nèi)摩擦角ψRiTiPiFsFstψP（m3/m）（KN/m3）（KN/m）m（KN/m）Li（m）αi(o)ci(KPa)φ(o)(KN/m)(KN/m)(KN/m)(KN/m)141.8022.5940.50016.1449.00324323.14709.80453.100.461.3461.24229.9422.5673.65013.7536.004250.891309.14395.96554.110.391.30.894570.36331.3722.5705.8315.8118.004250.837376.26218.11382.770.551.30.840407.91443.3422.5975.1516.4924.002231.030411.12396.63464.190.521.31.029499.98526.4022.5594.0021.086.002230.847292.9262.09222.500.641.30.850261.83723.3222.5524.7016.17-1.002230.951255.03-69.160.001.261.30.9530中心寨滑坡抗滑樁越頂驗算14-14'剖面穩(wěn)定系數(shù)Fs=1.568治理（支護）剩余下滑力計算結(jié)果條塊號滑體體積V1重度γ1重量水力作用滑面?zhèn)鬟f系數(shù)抗滑力下滑力剩余下滑力穩(wěn)定系數(shù)安全系數(shù)傳遞系數(shù)支護剩余下滑力G水頭高度hw總水壓力U長度傾角內(nèi)聚力內(nèi)摩擦角ψRiTiPiFsFstψP（m3/m）（KN/m3）（KN/m）m（KN/m）Li（m）αi(o)ci(KPa)φ(o)(KN/m)(KN/m)(KN/m)(KN/m)117.0922375.98014.5837.001412.5270.69226.2753.681.201.318.05232.5522716.10012.8230.001412.50.975316.97358.05208.300.771.30.972131.77311.4222251.2410.25-9.001412.50.688198.51-39.300.001.911.30.6700.00中心寨滑坡抗滑樁越頂驗算15-15'剖面穩(wěn)定系數(shù)Fs=1.501治理（支護）剩余下滑力計算結(jié)果條塊號滑體體積V1重度γ1重量水力作用滑面?zhèn)鬟f系數(shù)抗滑力下滑力剩余下滑力穩(wěn)定系數(shù)安全系數(shù)傳遞系數(shù)支護剩余下滑力G水頭高度hw總水壓力U長度傾角內(nèi)聚力內(nèi)摩擦角ψRiTiPiFsFstψP（m3/m）（KN/m3）（KN/m）m（KN/m）Li（m）αi(o)ci(KPa)φ(o)(KN/m)(KN/m)(KN/m)(KN/m)149.0320.51005.12014.7532.87189399.21545.51279.520.731.3238.43223.9020.5489.95011.01-3.001890.749275.67-25.640.001.501.30.7390.00中心寨滑坡抗滑樁越頂驗算21-21'剖面穩(wěn)定系數(shù)Fs=1.346治理（支護）剩余下滑力計算結(jié)果條塊號滑體體積V1重度γ1重量水力作用滑面?zhèn)鬟f系數(shù)抗滑力下滑力剩余下滑力穩(wěn)定系數(shù)安全系數(shù)傳遞系數(shù)支護剩余下滑力G水頭高度hw總水壓力U長度傾角內(nèi)聚力內(nèi)摩擦角ψRiTiPiFsFstψP（m3/m）（KN/m3）（KN/m）m（KN/m）Li（m）αi(o)ci(KPa)φ(o)(KN/m)(KN/m)(KN/m)(KN/m)154.2622.51220.85015.0030.63324512.72622.01226.400.821.3227.62284.0522.51891.13016.9627.773240.982795.89881.12489.250.721.30.982492.34316.8820.5346.045.9024.831412.50.990152.22145.31512.160.241.30.990515.60456.9820.51168.0918.78-1.001412.50.826521.84-80.390.001.301.30.8260中心寨滑坡抗滑樁越頂驗算24-24'剖面穩(wěn)定系數(shù)Fs=1.304治理（支護）剩余下滑力計算結(jié)果條塊號滑體體積V1重度γ1重量水力作用滑面?zhèn)鬟f系數(shù)抗滑力下滑力剩余下滑力穩(wěn)定系數(shù)安全系數(shù)傳遞系數(shù)支護剩余下滑力G水頭高度hw總水壓力U長度傾角內(nèi)聚力內(nèi)摩擦角ψRiTiPiFsFstψP（m3/m）（KN/m3）（KN/m）m（KN/m）Li（m）αi(o)ci(KPa)φ(o)(KN/m)(KN/m)(KN/m)(KN/m)190.2022.52029.50015.0227.46223794.45935.86326.670.851.3324.742176.6022.53973.50019.2538.802231.0441352.972489.811793.540.481.31.0451788.323193.8022.54360.5015.2310.062230.7201852.93761.69632.740.901.30.720623.61476.7422.51726.6523.890.322230.931780.699.640.001.301.30.9300.00中心寨滑坡抗滑樁越頂驗算25-25'剖面穩(wěn)定系數(shù)Fs=1.869治理（支護）剩余下滑力計算結(jié)果條塊號滑體體積V1重度γ1重量水力作用滑面?zhèn)鬟f系數(shù)抗滑力下滑力剩余下滑力穩(wěn)定系數(shù)安全系數(shù)傳遞系數(shù)支護剩余下滑力G水頭高度hw總水壓力U長度傾角內(nèi)聚力內(nèi)摩擦角ψRiTiPiFsFstψP（m3/m）（KN/m3）（KN/m）m（KN/m）Li（m）αi(o)ci(KPa)φ(o)(KN/m)(KN/m)(KN/m)(KN/m)125.9922.5584.78012.4632.89223233.36317.55192.690.731.3138.04269.4822.51563.30010.9123.992230.953628.08635.60483.150.771.30.937281.873131.9622.52969.1016.5424.962231.0041175.681252.921108.820.681.31.005631.94486.0822.51936.8039.05-9.002230.703890.10-302.980.001.871.30.6470.00

中心寨滑坡抗滑樁越頂驗算26-26'剖面穩(wěn)定系數(shù)Fs=2.464治理（支護）剩余下滑力計算結(jié)果條塊號滑體體積V1重度γ1重量水力作用滑面?zhèn)鬟f系數(shù)抗滑力下滑力剩余下滑力穩(wěn)定系數(shù)安全系數(shù)傳遞系數(shù)支護剩余下滑力G水頭高度hw總水壓力U長度傾角內(nèi)聚力內(nèi)摩擦角ψRiTiPiFsFstψP（m3/m）（KN/m3）（KN/m）m（KN/m）Li（m）αi(o)ci(KPa)φ(o)(KN/m)(KN/m)(KN/m)(KN/m)135.0322.5788.