坝坡稳定分析计算表 (仅供参考)

坝坡稳定分析计算表R=78.89m土条编号单宽土条各段重量（千克）坝体部分浸润线以上浸润线与静水位之间静水位之下h1r1h1*r1h2r2h2*r2h3r3h3*r302.060.12.0600.26780.2060.14420.06180.02100000001.060h4坝基部分砂砾石r4h4*r400.980土条土条弧长土条自重宽度sinαicosαitgφiWi*cosαiWi*sinαiLi=biWibi米/cosαi1616779.328977.8560.890.80.670.470.210-0.03-0.24-0.42-0.5600土条底面中点孔隙压(Wi*cos力Wi*cosα或下游αi-Ui=r*hi-Ui水面到Ui)tgφii*Li浸润线的高度0.450.66350.6976693.6019235.5600350.6976231.46040.540.66541.68653802.4985629.630.740.66723.61344655.1635221.620.880.66798.65139426.5524518.180.970.66734.84717159.0906216.4910.82617.20160.990.63581.08406-17.6086116.160.970.63375.56227-92.9226216.490.910.63291.40384-134.494117.580.820.6163.19443-111.449919.51000000002380.4319000.13119.41422.2791278.70420.121.189702.4243463.60.0739.455759.1968501.06990.0317.814717.0327473.24160.010000005.76611.44501.3808366.0830581.0841CiCi*Li524.61.9848.708323.11.9845.7380000000000000000000000000428.91.9857.2220.132.06217.71.9835.0460.072.06111.31.9822.31460.032.0606.3315.4123456合计K1.400496135K=1.40>1.2500000220000012.660.0110.82000000000002.100000011.061.064.230.984.145411.061.0614.40.9814.11211.061.0620.890.9820.472211.061.0624.40.9823.91211.111.111.111.111.100001.125.30.9824.7941.125.270.9824.76461.123.570.9823.09861.119.30.9818.9141.111.570.9811.338600000000161003.123216907.558416757.574416617.216586.953616387.17761600320.2240016199.01760375.5623236.60420291.4038183.58440163.194498.057110000003333.786