滑坡剖面稳定计算表格.XLS
王家岭滑坡1-1剖面稳定性计算表 计算工况 条 块 号 浮容重 饱和 重度 水下 面积 水上 面积 静荷载动荷载 滑体 重量 孔隙度 滑面 长度 滑面 倾角 CΦ 水力坡 度角 水的 重度 平动水压力垂动水压力地震加速度平地震力垂地震力 平自 重力 抗自 重力 下滑力抗滑力 传递 系数 稳定 系数 安全 系数 剩余 下滑力 KN/m3KN/m3m2m2KN/mKN/mKN/mmKPaKN/m3KN/mKN/mgKN/mKN/mKN/mKN/mKN/mKN/mKN/m 自重 地 表荷载＋ 动荷载＋ 平水期水 位 154.9m ＋5年一遇 暴雨 112.4422.44049.9001119.760.3915.237.0014170100.000.000.000.000.00673.89486.21673.89486.211.010.7211.15288.76 212.4422.440494.0016011245.360.3941.614.0014170100.000.000.000.000.002720.503918.333404.244411.651.051.2961.15-496.77 312.4422.440541.20012144.530.3938.717.0014170100.000.000.000.000.003550.724092.523550.724092.520.991.1531.15-9.19 412.4422.440323.5007259.340.3930.934.0014170100.000.000.000.000.004059.372272.574059.372272.570.900.5601.152395.71 512.4422.440546.90012272.440.3932.532.0014170100.000.000.000.000.006503.403636.9310141.955673.910.960.5591.155989.33 612.4422.440955.80021448.150.3938.818.0014170100.000.000.000.000.006627.846779.6216316.3112199.830.880.7481.156563.94 712.4422.440926.10020781.680.3937.711.0014170100.000.000.000.000.003965.336764.6618274.5917463.801.020.9561.153551.98 812.4422.440358.7008049.230.3928.05.0014170100.000.000.000.000.00701.542843.5317990.4620706.221.001.1511.1511.15-17.19 自重 地 表荷载＋ 动荷载＋ 175m正常 水位＋5年 一遇暴雨 112.4422.44049.9001119.760.3915.237.0014170100.000.000.000.000.00673.89486.21673.89486.211.010.7211.15288.76 212.4422.440494.0016011245.360.3941.614.0014170100.000.000.000.000.002720.503918.333404.244411.651.051.2961.15-496.77 312.4422.440541.20012144.530.3938.717.0014170100.000.000.000.000.003550.724092.523550.724092.520.991.1531.15-9.19 412.4422.440323.5007259.340.3930.934.0014170100.000.000.000.000.004059.372272.574059.372272.570.900.5601.152395.71 512.4422.4446.5500.40011807.440.3932.532.0014170100.000.000.000.000.006256.993516.369895.545553.340.960.5611.155826.52 612.4422.44504.6451.20016402.150.3938.818.0014170100.000.000.000.000.005068.545312.4114521.6210617.440.880.7311.156082.42 712.4422.44771.8154.30013063.680.3937.711.0014170100.000.000.000.000.002492.674448.3915228.0013759.791.020.9041.153752.41 812.4422.44358.70004462.230.3928.05.0014170100.000.000.000.000.00388.911751.0515186.9115825.121.001.0421.0421.151639.82 自重 地 表荷载＋ 动荷载＋ 175m→ 145m水位 ＋5年一遇 暴雨 112.4422.44049.9001119.760.3915.237.0014170100.000.000.000.000.00673.89486.21673.89486.211.010.7211.15288.76 212.4422.440494.0016011245.360.3941.614.0014170100.000.000.000.000.002720.503918.333404.244411.651.051.2961.15-496.77 312.4422.440541.20012144.530.3938.717.0014170100.000.000.000.000.003550.724092.523550.724092.520.991.1531.15-9.19 412.4422.440323.5007259.340.3930.934.0014170100.000.000.000.000.004059.372272.574059.372272.570.900.5601.152395.71 512.4422.4446.5500.40012272.440.3932.532.001417121035.4312.900.000.000.006503.403636.9310177.385661.010.960.5561.156042.98 612.4422.44504.6451.20021448.150.3938.818.0014171210406.9242.770.000.000.006627.846779.6216757.0812144.740.880.7251.157125.90 712.4422.44771.8154.30020781.680.3937.711.0014171210625.7210.920.000.000.003965.336764.6619286.8617426.411.020.9041.154753.48 812.4422.44358.70008049.230.3928.05.0014171210278.1485.040.000.000.00701.542843.5319304.0020753.021.001.0751.0751.151446.58 自重 地 表荷载＋ 动荷载＋ 175m→ 145m水位 ＋地震＋5 年一遇暴 雨 112.4422.44049.9001119.760.3915.237.0014170100.000.000.0544.7133.69673.89486.21718.60519.901.010.7231.15306.49 212.4422.440494.0016011245.360.3941.614.0014170100.000.000.05545.57136.022720.503918.333995.184581.861.051.1471.1512.59 312.4422.440541.20012144.530.3938.717.0014170100.000.000.05580.69177.543550.724092.528309.139061.270.991.0911.15494.24 412.4422.440323.5007259.340.3930.934.0014170100.000.000.05300.91202.974059.372272.5712575.7011434.600.900.9091.153027.46 512.4422.4446.5500.40012272.440.3932.532.001417121035.4312.900.05520.38325.176503.403636.9318331.2214198.410.960.7751.156882.50 612.4422.44504.6451.20021448.150.3938.818.0014171210406.9242.770.051019.92331.396627.846779.6225566.2620631.800.880.8071.158769.40 712.4422.44771.8154.30020781.680.3937.711.0014171210625.7210.920.051019.99198.273965.336764.6628032.4325067.751.020.8941.157169.54 812.4422.44358.70008049.230.3928.05.0014171210278.1485.040.05400.9335.08701.542843.5328650.2528533.811.000.9960.9961.154413.97 珍珠潭滑坡1-1剖面稳定性计算表 计算工况 条 块 号 浮容重 饱和 重度 水下 面积 水上 面积 静荷载动荷载 滑体 重量 孔隙度 滑面 长度 滑面 倾角 CΦ 水力坡 度角 水的 重度 平动水压力垂动水压力地震加速度平地震力垂地震力 平自 重力 抗自 重力 下滑力抗滑力 传递 系数 稳定 系数 安全 系数 剩余 下滑力 KN/m3KN/m3m2m2KN/mKN/mKN/mmKPaKN/m3KN/mKN/mgKN/mKN/mKN/mKN/mKN/mKN/mKN/m 自重 地 表荷载＋ 动荷载＋ 平水期水 位 154.9m ＋5年一遇 暴雨 113.1623.160.076.2001764.790.622.130.0018.522.50100.000.000.000.000.00882.401041.92882.401041.921.011.1811.15-27.16 213.1623.160.0248.4005752.940.626.831.0018.522.50100.000.000.000.000.002962.992538.382962.992538.381.010.8571.15869.05 313.1623.160.0202.7004694.530.629.131.0018.522.50100.000.000.000.000.002417.862205.155401.824761.491.010.8811.151450.60 413.1623.160.0288.9006690.920.633.032.0018.522.50100.000.000.000.000.003545.652960.848985.697756.031.030.8631.152577.52 513.1623.160.0314.1007274.560.630.532.0018.522.50100.000.000.000.000.003854.933119.6113078.3611080.851.030.8471.153959.27 613.1623.160.0349.1008085.160.631.833.0018.522.50100.000.000.000.000.004403.493396.9917904.2314835.700.820.8291.155754.17 713.1623.160.0642.5016015040.300.648.836.0018.522.50100.000.000.000.000.008840.475942.8923576.6818153.530.530.7701.158959.65 813.1623.160.0561.70013008.970.644.238.0018.522.50100.000.000.000.000.008009.125063.8920575.3814739.640.770.7161.158922.06 913.1623.160.0281.2006512.590.617.518.0018.522.50100.000.000.000.000.002012.502889.3217897.0414268.571.000.7971.156313.03 1013.1623.160.0149.4003460.100.611.80.0018.522.50100.000.000.000.000.000.001651.5217897.0415920.091.030.8901.154661.51 1113.1623.160.0387.0008962.920.674.24.0018.522.50100.000.000.000.000.00625.225076.2217745.3421417.531.001.2071.2071.15-1010.38 自重 地 表荷载＋ 动荷载＋ 175m正常 水位＋5年 一遇暴雨 113.1623.160.076.2001764.790.622.130.0018.522.50100.000.000.000.000.00882.401041.92882.401041.921.001.1811.15-27.16 213.1623.160.0248.4005752.940.626.831.0018.522.50100.000.000.000.000.002962.992538.382962.992538.381.010.8571.15869.05 313.1623.160.0202.7004694.530.629.131.0018.522.50100.000.000.000.000.002417.862205.155401.824761.491.000.8811.151450.60 413.1623.160.0288.9006690.920.633.032.0018.522.50100.000.000.000.000.003545.652960.848947.477722.331.010.8631.152567.25 513.1623.160.0314.1007274.560.630.532.0018.522.50100.000.000.000.000.003854.933119.6112865.7110896.591.020.8471.153898.98 613.1623.160.0349.1008085.160.631.833.0018.522.50100.000.000.000.000.004403.493396.9917530.4814514.871.010.8281.155645.18 713.1623.160.0642.5016015040.300.648.836.0018.522.50100.000.000.000.000.008840.475942.8926613.6820658.740.800.7761.159946.99 813.1623.16360.1201.6009407.970.644.238.0018.522.50100.000.000.000.000.005792.133888.5127030.4620374.660.820.7541.1510710.37 913.1623.16281.20003700.590.617.518.0018.522.50100.000.000.000.000.001143.551781.5623391.1718551.080.970.7931.158348.77 1013.1623.16149.40001966.100.611.80.0018.522.50100.000.000.000.000.000.001032.6922658.3219002.561.030.8391.157054.51 1113.1623.16387.00005092.920.674.24.0018.522.50100.000.000.000.000.00355.263477.1222902.5622982.451.001.0031.0031.153355.49 自重 地 表荷载＋ 动荷载＋ 175m→ 145m水位 ＋5年一遇 暴雨 113.1623.160.076.2001764.790.622.130.0018.522.50100.000.000.000.000.00882.401041.92882.401041.921.001.1811.15-27.16 213.1623.160.0248.4005752.940.626.831.0018.522.50100.000.000.000.000.002962.992538.382962.992538.381.010.8571.15869.05 313.1623.160.0202.7004694.530.629.131.0018.522.50100.000.000.000.000.002417.862205.155401.824761.491.000.8811.151450.60 413.1623.160.0288.9006690.920.633.032.0018.522.50100.000.000.000.000.003545.652960.848947.477722.331.010.8631.152567.25 513.1623.160.0314.1007274.560.630.532.0018.522.50100.000.000.000.000.003854.933119.6112865.7110896.591.020.8471.153898.98 613.1623.160.0349.1008085.160.631.833.0018.522.50100.000.000.000.000.004403.493396.9917530.4814514.871.010.8281.155645.18 713.1623.160.0642.5016015040.300.648.836.0018.522.50100.000.000.000.000.008840.475942.8926613.6820658.740.800.7761.159946.99 813.1623.16360.1201.60013008.970.644.238.0018.522.51110367.33187.160.000.000.008009.125063.8929614.7921362.880.820.7211.1512694.12 913.1623.16281.20006512.590.617.518.0018.522.51110319.5339.230.000.000.002012.502889.3226706.7120432.970.970.7651.1510279.74 1013.1623.16149.40003460.100.611.80.0018.522.51110167.9032.640.000.000.000.001651.5226037.8821476.961.030.8251.158466.60 1113.1623.16387.00008962.920.674.24.0018.522.51110427.96114.670.000.000.00625.225076.2226529.5427236.091.001.0271.0271.153272.87 自重 地 表荷载＋ 动荷载＋ 175m→ 145m水位 ＋地震＋5 年一遇暴 雨 113.1623.160.076.2001764.790.622.130.0018.522.50100.000.000.0576.4244.12882.401041.92958.811086.041.001.1331.1516.60 213.1623.160.0248.4005752.940.626.831.0018.522.50100.000.000.05246.56148.152962.992538.384168.363772.571.010.9051.151021.05 313.1623.160.0202.7004694.530.629.131.0018.522.50100.000.000.05201.20120.892417.862205.156816.926125.301.000.8991.151714.16 413.1623.160.0288.9006690.920.633.032.0018.522.50100.000.000.05283.71177.283545.652960.8410646.289263.431.010.8701.152979.80 513.1623.160.0314.1007274.560.630.532.0018.522.50100.000.000.05308.46192.753854.933119.6114885.0112641.331.020.8491.154476.43 613.1623.160.0349.1008085.160.631.833.0018.522.50100.000.000.05339.04220.174403.493396.9919929.8216515.221.010.8291.156404.08 713.1623.160.0642.5016015040.300.648.836.0018.522.50100.000.000.05608.39442.028840.475942.8929654.6423128.810.800.7801.1510974.02 813.1623.16360.1201.60013008.970.644.238.0018.522.51110367.33187.160.05512.56400.468009.125063.8932554.1123734.510.820.7291.1513702.71 913.1623.16281.20006512.590.617.518.0018.522.51110319.5339.230.05309.69100.632012.502889.3229435.6322485.590.970.7641.1511365.39 1013.1623.16149.40003460.100.611.80.0018.522.51110167.9032.640.05173.010.000.001651.5228854.3123465.271.030.8131.159717.19 1113.1623.16387.00008962.920.674.24.0018.522.51110427.96114.670.05447.0531.26625.225076.2229867.5429245.751.000.9790.9791.155101.92 夏橙研究所滑坡1-1剖面稳定性计算表 计算工况 条 块 号 浮容重 饱和 重度 水下 面积 水上 面积 静荷载动荷载 滑体 重量 孔隙度 滑面 长度 滑面 倾角 CΦ 水力坡 度角 水的 重度 平动水压力垂动水压力地震加速度平地震力垂地震力 平自 重力 抗自 重力 下滑力抗滑力 传递 系数 稳定 系数 安全 系数 剩余 下滑力 KN/m3KN/m3m2m2KN/mKN/mKN/mmKPaKN/m3KN/mKN/mgKN/mKN/mKN/mKN/mKN/mKN/mKN/m 自重 地 表荷载＋ 动荷载＋ 平水期水 位 154.9m ＋5年一遇 暴雨 113.2423.24019.000441.560.429.544.001411.50100.000.000.000.000.00306.73197.62306.73197.620.950.6441.15155.12 213.2423.240118.4002751.620.4220.428.001411.50100.000.000.000.000.001291.81779.891583.04967.530.980.6111.15852.97 313.2423.240200.0004648.000.4223.918.001411.50100.000.000.000.000.001436.311233.962993.032185.411.010.7301.151256.58 413.2423.240528.40012280.020.4246.014.001411.50100.000.000.000.000.002970.803068.185999.025279.280.980.8801.151619.59 513.2423.240513.10011924.440.4233.618.001411.50100.000.000.000.000.003684.862777.729554.677943.300.960.8311.153044.58 613.2423.240607.50014278.300.4228.913.001411.50100.000.000.000.000.003211.923235.1012403.0710876.180.960.8771.153387.35 713.2423.240931.8016021655.030.4247.65.001411.50100.000.000.000.000.001887.365055.4013818.5315517.771.011.1231.15373.53 813.2423.240287.9006690.800.4232.03.001411.50100.000.000.000.000.00350.171807.3913596.5617469.131.001.2851.2851.15-1833.09 自重 地 表荷载＋ 动荷载＋ 175m正常 水位＋5年 一遇暴雨 113.2423.24019.000441.560.429.544.001411.50100.000.000.000.000.00306.73197.62306.73197.620.950.6441.15155.12 213.2423.240118.4002751.620.4220.428.001411.50100.000.000.000.000.001291.81779.891583.04967.530.980.6111.15852.97 313.2423.240200.0004648.000.4223.918.001411.50100.000.000.000.000.001436.311233.962993.032185.411.010.7301.151256.58 413.2423.240528.40012280.020.4246.014.001411.50100.000.000.000.000.002970.803068.185999.025279.280.980.8801.151619.59 513.2423.2439.5473.60011529.440.4233.618.001411.50100.000.000.000.000.003562.792701.299432.617866.870.960.8341.152980.64 613.2423.24244.5363.00011673.300.4228.913.001411.50100.000.000.000.000.002625.922718.6911699.6510286.250.960.8791.153168.35 713.2423.24650.9280.9016015306.030.4247.65.001411.50100.000.000.000.000.001334.013768.6012588.5213663.481.011.0851.15813.32 813.2423.24281.16.8003879.800.4232.03.001411.50100.000.000.000.000.00203.051236.2712502.2615026.521.001.2021.2021.15-648.92 自重 地 表荷载＋ 动荷载＋ 175m→ 145m水位 ＋5年一遇 暴雨 113.2423.24019.000441.560.429.544.001411.50100.000.000.000.000.00306.73197.62306.73197.620.950.6441.15155.12 213.2423.240118.4002751.620.4220.428.001411.50100.000.000.000.000.001291.81779.891583.04967.530.980.6111.15852.97 313.2423.240200.0004648.000.4223.918.001411.50100.000.000.000.000.001436.311233.962993.032185.411.010.7301.151256.58 413.2423.240528.40012280.020.4246.014.001411.50100.000.000.000.000.002970.803068.185999.025279.280.980.8801.151619.59 513.2423.2439.5473.60011924.440.4233.618.001411.561016.963.610.000.000.003684.862777.729571.647939.690.960.8301.153067.69 613.2423.24244.5363.00014118.300.4228.913.001411.5610106.5413.080.000.000.003175.933203.3812489.9310827.910.960.8671.153535.51 713.2423.24650.9280.9016021815.030.4247.65.001411.5610285.714.990.000.000.001901.315087.8314201.7515508.761.011.0921.15823.25 813.2423.24281.16.8006690.800.4232.03.001411.5610121.8919.310.000.000.00350.171807.3914105.2217479.341.001.2391.2391.15-1258.33 自重 地 表荷载＋ 动荷载＋ 175m→ 145m水位 ＋地震＋5 年一遇暴 雨 113.2423.24019.000441.560.429.544.001411.50100.000.000.0515.8815.34306.73197.62322.61212.960.950.6601.15158.05 213.2423.240118.4002751.620.4220.428.001411.50100.000.000.05121.4864.591291.81779.891719.601046.680.980.6091.15930.85 313.2423.240200.0004648.000.4223.918.001411.50100.000.000.05221.0371.821436.311233.963348.342335.061.010.6971.151515.53 413.2423.240528.40012280.020.4246.014.001411.50100.000.000.05595.76148.542970.803068.186954.275579.240.980.8021.152418.18 513.2423.2439.5473.60011924.440.4233.618.001411.561016.963.610.05567.04184.243684.862777.7211073.358417.430.960.7601.154316.93 613.2423.24244.5363.00014118.300.4228.913.001411.5610106.5413.080.05687.82158.803175.933203.3814622.3411446.260.960.7831.155369.42 713.2423.24650.9280.9016021815.030.4247.65.001411.5610285.714.990.051086.6095.071901.315087.8317339.6216198.651.010.9341.153741.91 813.2423.24281.16.8006690.800.4232.03.001411.5610121.8919.310.05334.0817.51350.171807.3917606.2918158.121.001.0311.0311.152089.11 夏橙研究所滑坡2-2剖面稳定性计算表 计算工况 条 块 号 浮容重 饱和 重度 水下 面积 水上 面积 静荷载动荷载 滑体 重量 孔隙度 滑面 长度 滑面 倾角 CΦ 水力坡 度角 水的 重度 平动水压力垂动水压力地震加速度平地震力垂地震力 平自 重力 抗自 重力 下滑力抗滑力 传递 系数 稳定 系数 安全 系数 剩余 下滑力 KN/m3KN/m3m2m2KN/mKN/mKN/mmKPaKN/m3KN/mKN/mgKN/mKN/mKN/mKN/mKN/mKN/mKN/m 自重 地 表荷载＋ 动荷载＋ 平水期水 位 154.9m ＋5年一遇 暴雨 113.2423.24052.4001217.780.3723.249.0016.5180100.000.000.000.000.00919.07642.39919.07642.390.950.6991.15414.54 213.2423.240109.4002542.460.3724.338.0016.5180100.000.000.000.000.001565.291051.922433.851659.010.920.6821.151139.92 313.2423.240169.2003932.210.3729.430.0016.5180100.000.000.000.000.001966.101591.584204.353117.251.050.7411.151717.75 413.2423.240235.6005
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