附表2 中心寨滑坡抗滑桩越顶验算.docx

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1、IOH)麒好*附中心寨滑坡抗滑桩越顶验算IO-Io剖面稳定系数Fs=1.416治理（支护）剩余下滑力计算结果条块号滑体体积VI重度YlBS水力作用滑面传递系数抗滑力下滑力剩余下滑力数安全系数传递系数支护剩余下滑力G水头高度hw,物的U长度倾角内聚力内摩擦角RTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)0i(o)Ci(KPa)(0)(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

2、.1890.990474.26551.15273.620.721.30.991303.32372.0120.51476.2116.9527.741891.002512.04687.11544.130.531.31.001597.02434.7920.5713.2014.36.001890.736470.34-199.260.001.231.30.7410W“计稳定系数Fs=1.346治理（支护）剩余下滑力计算结果传递系数抗滑力下滑力剩余下滑力稳定系数安全系数传递系数支护剩余下滑力内摩擦角R1TPiFsFstP(o)(KNm)(KNm)(KNm)(KNm)24323.14709.80453.10

3、0.461.3461.24250.891309.14395.96554.110.391.30.894570.36250.837376.26218.11382.770.551.30.840407.91231.030411.12396.63464.190.521.31.029499.98230.847292.9262.09222.500.641.30.850261.83230.951255.03-69.160.001.261.30.9530中心寨滑坡抗滑桩越顶验算13-13剖面条块号滑体体积VI重度Vl重量水力作用滑面G水头高度hw总水压力U项角内聚力(m3m)(KNm3)(KN/m)m(KN/m

4、)Li(m)i(o)Ci(KPa)141.8022.5940.50016.1449.003229.9422.5673.65013.7536.004331.3722.5705.8315.8118.004443.3422.5975.1516.4924.002526.4022.5594.0021.086.2723.3222.5524.7016.17-1.002中心塞滑坡抗滑桩越顶验算14-14剖面稳定系数Fs=1.568治理（支护）剩余下滑力计算结果条块号加械Vl三Sl重量水力作用滑面传递系数抗滑力下滑力剩余下滑力稳定系数安全系数传递系数支护剩余下滑力G水头高度hw总水压力U倾角内聚力内摩擦角RiT

5、iPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)i(0)Ci(KPa)(0)(KN/m)(KN/m)(KN/m)(KN/m)117.0922375.98014.5837.001412.5270.69226.2753.681.201.318.05232.5522716.10012.8230.001412.50.975316.97358.05208300.771.30.972131.77311.4222251.2410.25-9.001412.50.688198.51-39.300.001.911.30.6700.0015l5M9itIIHS中心塞滑坡抗滑桩越顶验算15

6、-15剖面稳定系数FS=1.501治理（支护）剩余下滑力计算结果条块号滑体体积VI三三l重量水力作用滑面传递系数抗滑力下滑力剩余下滑力稳定系数安全系数传递系数支护剩余下滑力G水头高度hw总水压力U倾角内聚力内摩擦角RiTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)i(o)Ci(KPa)(0)(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

7、.501.30.7390.00稳定系数Fs=1.346治理（支护）剩余下滑力计算结果传递系数抗滑力下滑力剩余下滑力稳定系数安全系数传递系数支护剩余下滑力RiTiPiFsFstP(KNm)(KNm)(KNm)(KNm)512.72622.01226.400.821.3227.620.982795.89881.12489.250.721.30.982492.340.990152.22145.31512.160.241.30.990515.600.826521.84-80390.001301.30.8260中心寨滑坡抗滑桩越顶验算21-21剖面条块号滑体体积Vl重度Yl重组水力作用滑面G水头高度hw

8、总水压力U倾角内聚力内摩擦角(m3m)(KNm3)(KN/m)m(KN/m)Li(m)0i(o)Ci(KPa)(o)154.2622.51220.85015.0030.63324284.0522.51891.13016.9627.77324316.8820.5346.045.9024.831412.5456.9820.51168.0918.781.001412.5稳定系数Fs=1.304治理（支护）剩余下滑力计算结果传递系数抗消力下滑力剩余下滑力稳定系数安全系数传递系数支护剩余下滑力内摩擦角R1T1PiFsFstP(o)(KNm)(KNm)(KNm)(KNm)23794.45935.86326

9、.670.851.3324.74231.0441352.972489.811793.540.481.31.0451788.32230.7201852.93761.69632.740.901.30.720623.61230.931780.699.640.001.301.30.9300.00中心寨滑坡抗滑桩越顶验算24-24剖面条块号滑体体积Vl重度Yl重量水力作用滑面G水头高度hw总水压力U长度倾角内聚力(m3m)(KNm3)(KN/m)m(KN/m)Li(m)i(o)Ci(KPa)190.2022.52029.50015.0227.4622176.6022.53973.50019.2538.8

10、023193.8022.54360.5015.2310.062476.7422.51726.6523.890.322S-2S*V9计”稳定系数Fs=1.869治理（支护）剩余下滑力计算结果传递系数抗滑力下滑力剩余下滑力稳定系数安全系数传递系数支护剩余下滑力内摩擦角R,T,PiFsFstP(o)(KNm)(KNm)(KNm)(KNm)23233.36317.55192.690.731.3138.04230.953628.08635.60483.150.771.30.937281.87231.0041175.681252.921108.820.681.31.005631.94230.703890.10-302.980.001.871.30.6470.00中心泰滑坡抗滑班越顶验算25-25剖面条块号滑体体积VI三Ml重量水力作用滑面G水头高度hw总水压力UKg倾角内聚力(m3m)(KNm3)(KN/m)m(KN/m)U(m)0i(o)Ci(KPa)125.9922.5584.78012.4632.892269.4822.51563.30010.9123.9923