滑坡稳定性分析及推力计算表VIP免费

工况滑块号滑体比重γ(kN/m3)滑块面积Si(m2)附加荷载W1i(kN/m)单宽重加附加荷载Wi(kN/m)滑动面粘聚力ci滑动面内摩擦角φi滑动面倾角αi滑面长li(m)传递系数ψnψ i =cos(α i-1 -αi )-sin(α i-1 -αi )tanφ i孔隙水头hwi孔隙水压力Nwi(kN/m)119.9103.870.002067.011942749.060.000219.9 9.48 0.00188.65194199.580.981319.945.01447.501343.201941523.640.993419.926.180.00520.981943314.620.973519.916.15118.00439.39194316.900.997619.9 9.47 0.00188.45194585.460.923719.919.870.00395.41194146.860.671819.938.860.00773.31194146.861.000919.923.5882.40551.64194144.081.0001019.953.890.001072.411941510.411.0011119.973.470.001462.05194717.890.9811219.911.090.00220.69194-95.440.942120.2103.870.002098.171942749.060.000220.2 9.48 0.00191.50194199.580.981320.245.01447.501356.701941523.640.993420.226.180.00528.841943314.620.973520.216.15118.00444.23194316.900.997620.2 9.47 0.00191.29194585.460.923720.219.870.00401.37194146.860.671820.238.860.00784.97194146.861.000920.223.5882.40558.72194144.081.0001020.253.890.001088.581941510.411.0011120.273.470.001484.09194717.890.9811220.211.090.00224.02194-95.440.942工况0工况1120.2103.870.002098.171942749.060.0000.000.00220.29.480.00191.50194199.580.9810.00320.245.01447.501356.701941523.640.9930.00420.226.180.00528.841943314.620.9730.00520.216.15118.00444.23194316.900.9971.4082.80620.29.470.00191.29194585.460.9233.2594.03720.219.870.00401.37194146.860.6713.07204.35820.238.860.00784.97194146.861.0004.65309.51920.223.5882.40558.72194144.081.0005.96235.941020.253.890.001088.581941510.411.0015.51554.051120.273.470.001484.09194717.890.9814.17740.451220.211.090.00224.02194-95.440.9422.61140.24工 况 2正压力N i =W i ·cosα i -N wi(kN/m)下滑分力T i =W i ·sinαi(kN/m)安全系数Ks1.2~1.3（按工况折减0.05~0.1)K s T i①ψ i E i-1(kN/m)②N i tanφ i③c i l i④滑坡推力E i (kN/m)E i = ①+②-③-④稳定系数K f1841.72938.401.21126.090.00 128.79932.1465.161.28178.37 61.421.273.7063.8912.47182.02-56.901297.43347.651.2417.17-56.4890.73449.1...