边坡稳定性计算表VIP免费

计算剖面计算滑面计算工况条块号天然重度（kN/m 3）饱和重度（kN/m 3）条块面积（m 2）条块水位下面积（m 2）条块水位上面积（m 2）条块重量（kN/m ）建筑长度（m ）建筑高度(F)建筑单位荷载（kPa）建筑荷载（kN/m ）滑面长度（m ）滑面倾角（°）C（kPa）Φ（°）水力坡度角（°）水的重度（kN/m 3）贯通裂缝深度（m ）裂缝充水比例裂隙水压力（KN/m ）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 ）传递系数稳定系数安全系数E122.422.6 20.0020.000.00 452.000.000.0030.000.0015.0030.00265100.00 0.000.000.00226.00424.25226.00424.250.981.30E222.422.6 30.0030.000.00 678.000.000.0015.000.0017.5349.122561001.0000.00 0.000.000.00512.61484.87733.92900.320.971.15E322.422.6117.84117.840.002663.110.000.0015.000.0016.3844.592515.72100.00 0.000.000.001869.73943.372585.071820.900.521.15E422.422.6167.42167.420.003783.660.000.0015.000.0010.780.2736.4915.72100.00 0.000.000.00 17.551458.321358.332402.751.001.15E522.422.6124.55124.550.002814.910.000.0015.000.0010.020.2636.4915.72100.00 0.000.000.00 12.641157.921370.913560.571.031.15E622.422.6159.90159.900.003613.740.000.0015.000.0029.4325.1236.4915.72100.00 0.000.000.001533.981994.982940.075646.930.981.15E722.422.6 37.5837.580.00 849.230.000.0015.000.0020.7121.5236.4915.72100.00 0.000.000.00311.58978.233193.996514.422.0401.15录入录入录入录入录入录入录入录入录入录入录入录入录入计算剖面计算滑面计算工况条块号天然重度（kN/m 3）饱和重度（kN/m 3）条块面积（m 2）条块水位下面积（m 2）条块水位上面积（m 2）条块重量（kN/m ）建筑长度（m ）建筑高度(F)建筑单位荷载（kPa）建筑荷载（kN/m ）滑面长度（m ）滑面倾角（°）C（kPa）Φ（°）水力坡度角（°）水的重度（kN/m 3）贯通裂缝深度（m ）裂缝充水比例裂隙水压力（KN/m ）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 ）传递系数稳定系数安全系数E122.422.6 16.4316.430.00 371.210.000.0015.000.0013.9549.1626.7411.97100.00 0.000.000.00280.81424.56280....