传递系数法滑坡稳定性计算EXcel表表格文件下载.xls

传递系数法滑坡稳定性计算EXcel表表格文件下载.xls

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7-77-7计计算算剖剖面面工工况况1（1（自自重重+地地表表荷荷载载）条块号降雨入渗部分地下水位上部分地下水位下部分条块重量（kN/m）建筑荷载（kN/m）滑面长度（m）滑面倾角（）面积Fi（m2）容重（kN/m3）面积Fi（m2）容重（kN/m3）面积Fi（m2）容重（kN/m3）T10.0022.0012.0820.000.0010.00241.6006.031.00T20.0022.008.7920.000.0010.00175.8002.173.29T30.0022.0019.1420.000.0010.00382.8004.268.91T40.0022.0035.2220.000.0010.00704.4006.5512.25T50.0022.0013.6920.000.0010.00273.8002.1810.16T60.0022.0014.2920.000.0010.00285.8002.147.42T70.0022.0029.9720.000.0010.00599.4004.293.90T80.0022.0061.8920.000.0010.001237.8008.600.00T90.0022.0038.9120.000.0010.00778.20010.810.007-77-7计计算算剖剖面面工工况况2（2（自自重重+地地表表荷荷载载+暴暴雨雨）条块号降雨入渗部分地下水位上部分地下水位下部分条块重量（kN/m）建筑荷载（kN/m）滑面长度（m）滑面倾角（）面积Fi（m2）容重（kN/m3）面积Fi（m2）容重（kN/m3）面积Fi（m2）容重（kN/m3）T112.0822.000.0020.000.0010.00265.7606.031.00T28.7922.000.0020.000.0010.00193.3802.173.29T319.1422.000.0020.000.0010.00421.0804.268.91T435.2222.000.0020.000.0010.00774.8406.5512.25T513.6922.000.0020.000.0010.00301.1802.1810.16T614.2922.000.0020.000.0010.00314.3802.147.42T729.9722.000.0020.000.0010.00659.3404.293.90T861.8922.000.0020.000.0010.001361.5808.600.00T938.9122.000.0020.000.0010.00856.02010.810.00C（kPa）（）水力坡度角（）动水压力（KN/m）地震加速度地震力（KN/m）条块下滑力（KN/m）条块抗滑力（KN/m）累计下滑力（KN/m）累计抗滑力（KN/m）传递系数稳定系数6719.000.000.000.000.004.22487.194.22487.191.01115.546719.000.000.000.000.0010.09205.8214.36699.321.0348.706719.000.000.000.000.0059.29415.6474.061135.181.0215.336719.000.000.000.000.00149.46675.87224.881831.900.998.156719.000.000.000.000.0048.30238.86270.212046.530.987.576719.000.000.000.000.0036.91240.96302.362251.470.987.456719.000.000.000.000.0040.77493.34336.162692.970.978.016719.000.000.000.000.000.001002.41327.513626.071.0011.076719.000.000.000.000.000.00992.23327.514618.301.0014.10C（kPa）（）水力坡度角（）动水压力（KN/m）地震加速度地震力（KN/m）条块下滑力（KN/m）条块抗滑力（KN/m）累计下滑力（KN/m）累计抗滑力（KN/m）传递系数稳定系数58.516.500.000.000.000.004.64431.464.64431.461.0193.0358.516.500.000.000.000.0011.10184.1315.79620.361.0239.2958.516.500.000.000.000.0065.22372.4381.391007.811.0212.3858.516.500.000.000.000.00164.40607.47247.061630.960.996.6058.516.500.000.000.000.0053.13215.34297.351827.600.986.1558.516.500.000.000.000.0040.60217.53333.402017.160.986.0558.516.500.000.000.000.0044.85445.82371.552422.490.986.5258.516.500.000.000.000.000.00906.42363.213274.491.009.0258.516.500.000.000.000.000.00885.95363.214160.441.0011.457-77-7计计算算剖剖面面工工况况1（1（自自重重+地地表表荷荷载载）7-77-7计计算算剖剖面面工工况况2（2（自自重重+地地表表荷荷载载+暴暴雨雨）安全系数剩余下滑力（KN/m）1.1501.1501.1501.1501.1501.1501.1501.1501.150安全系数剩余下滑力（KN/m）1.1001.1001.1001.1001.1001.1001.1001.1001.100