桩位稳定性计算表格.docx

《桩位稳定性计算表格.docx》由会员分享，可在线阅读，更多相关《桩位稳定性计算表格.docx（10页珍藏版）》请在优知文库上搜索。

1、IOo,itMMi中心赛滑坡抗滑桩支挡计算Io-Io剖面稳定系数Fs=0.906治理（支护）剩余下滑力计算结果条块号滑体体积Vl重度YI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辘倾角内聚力内摩擦角RiTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)i(0)Ci(KPa)(0)(KN/m)(KN/m)(KN/m)(KN/m)124.8820.5510.041.0032.956.5930.50189183.01258.8656.770.711.3118.09259.2220.51214.01016.8

2、327.1890.987474.26551.1583.470.781.30.991303.32372.0120.51476.2116.9527.741891.002512.04687.11205.320.661.31.001597.02465.7220.51347.2614.6614.111890.931470.83328.440.000.911.30.943529.33中心寨滑坡抗滑桩支挡计算13-13剖面稳定系数Fs=0.996治理（支护）剌余下滑力计算结果条块号滑体体积VI三Ml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

3、角内聚力内摩擦角RiTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)U(m)0i(0)Ci(KPa)(0)(KN/m)(KN/m)(KN/m)(KN/m)141.8022.5940.50016.1449.04324322.92710.23385.880.4513461.84231.7422.5714.15013.7536.144250.870323.93421.18431.580.431.30.895585.20349.4122.51111.7315.8118.094250.806556.02345.20134.410.801.30.840408.85447.4922.51

4、068.5316.4924.582231.042445.44444.47137.060.761.31.030523.14563.4222.51426.9516.6725.822231.009578.57621.50178.630.76131.007703.16727.9022.5627.756.0611.122230.859273.58121.070.001.001.30.884532.50中心塞滑坡抗滑桩支挡计算14-14剖面稳定系数FS=0.803治理（支护）剩余下滑力计算结果条块号滑体体积VI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

5、度hw总水压力U长度倾角内聚力内摩擦角RiTPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)i(0)Ci(KPa)(0)(KN/m)(KN/m)(KN/m)(KN/m)141.9922923.78014.5837.401412.5366.81561.08104.230.651.3278.92247.10221036.20017.3830.311412.50.958441.64522.9572.790.711.30.971454.14326.1222574.646.6420.001412.50.934212.67196.540.000.801.30.953465.891

6、5计算驰中心寨滑坡抗滑桩支挡计算15-15剖面稳定系数Fs=0.785治理（支护）剩余下滑力计算结果条块号滑体体积VI重度Yl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)(o)(KN/m)(KN/m)(KN/m)(KN/m)149.0320.51005.12014.7532.87189399.21545.5137.110.731.3238.43252.5620.51077.48012.0424.011890.9

7、57372.61438.420.000.791.30.969382.91中心寨滑坡抗滑桩支挡计算21-21剖面条块号滑体体积Vl三三l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(0)Ci(KPa)154.2622.51220.85015.0030.633284.0522.51891.13016.9627.7733103.5122.52328.9816.5224.8314448.3122.51086.986.6815.8514稳定系数Fs=0.808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

8、传递系数支护剩余下滑力内摩擦角RiTiPiFsFstP(0)(KN/m)(KN/m)(KN/m)(KN/m)24512.72622.010.000.821.3227.62240.971795.89881.120.000.901.30.982492.3412.50.985699.87978.00111.630.721.30.990927.0212.50.945325.33296.870.000.811.30.961937.60中心寨滑坡抗滑桩支挡计算24-24剖面稳定系数Fs=1.189（支护）剩余下滑力计算结果条块号滑体体积VI重度Yl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

9、系数传递系数支护剩余下滑力G水头高度hw总水压力Um内聚力内摩擦角RiTiPiFsFstP(m3m)(KNm3)(KN/m)m(KN/m)Li(m)0i(o)Ci(KPa)(o)(KN/m)(KN/m)(KN/m)(KN/m)190.2022.52029.50015.0227.46223794.45935.86267.910.851.3324.742176.6022.53973.50019.2538.802231.0511352.972489.811633.750.491.31.0451788.323193.8022.54360.5015.2310.062230.7051852.93761.6

10、9355.940.971.30.720623.614115.7522.52604.3815.8518.772231.0431078.40838.01302.390.891.31.038655.72545.0622.51013.8514.526.342230.900456.76111.960.001.191.30.906354.8725箝构计算版稳定系数Fs=0.956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RiTiPiFsFstP(o)(KNm)(KNm)(KNm)(KNm)23233.36317.5573.520.731.3138.04230.919628.08635.6046.370.891.30.937281.87231.0071175.681252.9270.150.90131.005631.94231.0371133.541508.45395.760.721.31.0261284.72130.934802.40867.82398.430.651.30.9471466.69130.966865.87519.910.000.961.30.9741281.93