DK144+500～DK148+008承载力计算单岩土编号岩土名称统计项目天然含水量ω(%)天然孔隙比e液限ωL(%)液性指数IL压缩模量时 代成 因Es0.1-0.2(MPa)2-35Q4al+pl细砂统计个数最大值最小值平均值标准差变异系数推荐值修正系数标准值中大平均值中小平均值查表(河北)查表(铁规)综合取值统计个数最大值最小值平均值标准差变异系数推荐值修正系数标准值中大平均值中小平均值查表(河北)查表(铁规)综合取值统计个数最大值最小值平均值标准差变异系数推荐值修正系数标准值中大平均值中小平均值查表(河北)查表(铁规)2-2Q4al+pl粉质黏土松散、潮湿稍密、潮湿/饱和中密、饱和11711631.60.91117.10.49224.20.6932.8620.0760.1180.10924.20.6931.0191.01724.70.70527.90.80220.70.592228.625.226.920.8140.7480.78111844.923.332.24.0930.12732.20.98031.538.527.7239 Kpa302 Kpa180 Kpa241.538.039.8100 Kpa230/190 Kpa210 Kpa117840.8411.420.073.850.406.860.1551.5460.3830.2250.406.861.0600.9580.436.570.629.140.245.3520.360.310.3327.606.977.292-21Q4al+pl黏土26.90.78139.80.337.2927.826.00.7970.7642-23Q4al+pl粉土13128.719.123.01.7670.07723.01.01123.325.921.11290.8390.5460.6600.0540.0810.6601.0120.6680.7490.60340.638.9225 Kpa284 Kpa180 Kpa12736.423.327.32.4170.08827.30.98727.031.925.3215 Kpa236 Kpa0.350.327.447.131320.880.200.530.1570.2980.531.0440.550.700.368414.724.647.611.8250.2407.610.9557.2711.166.12第 2 页，共 5 页
DK144+500～DK148+008承载力计算单岩土编号al+pl时 代成 因4岩土名称统计项目天然含水量ω(%)天然孔隙比e液限ωL(%)液性指数IL压缩模量Es0.1-0.2(MPa)综合取值2-242-252-26Q4al+plQ4al+plal+plQ4粉砂细砂中砂统计个数最大值最小值平均值标准差变异系数推荐值修正系数标准值中大平均值中小平均值查表(河北)查表(铁规)综合取值统计个数最大值最小值平均值标准差变异系数推荐值修正系数标准值中大平均值中小平均值查表(河北)查表(铁规)综合取值统计个数最大值最小值平均值标准差变异系数推荐值修正系数标准值中大平均值中小平均值中密、饱和密实、饱和密实、饱和密实、饱和38137232.30.89817.20.49323.50.6802.5550.0690.1090.10223.50.6801.0091.00923.80.68627.90.78920.40.586180 Kpa110 Kpa200 Kpa300 Kpa450 Kpa38546.022.032.33.7940.11732.30.99032.039.227.2263 Kpa329 Kpa220 Kpa746.936.440.84.0510.09940.80.92737.843.838.6192 Kpa238 Kpa210 Kpa2131.822.226.41.9320.07326.40.97225.729.124.33830.75-0.130.330.1420.4280.331.0370.340.540.1033715.883.457.411.6380.2217.410.9797.2611.645.433-2Q3al+pl粉质黏土3-21Q3al+pl黏土932.525.828.42.5090.08828.41.05530.030.427.1100.9750.7230.8070.0920.1140.8071.0670.8610.8910.765100.470.140.330.1030.3100.331.1810.390.400.24911.696.818.141.6580.2048.140.8737.109.917.473-23Q3al+pl粉土2127.314.321.32.6740.12521.31.04822.324.317.8210.7510.4980.6100.0590.0970.6101.0370.6330.6810.554210.650.030.400.2070.5180.401.1980.480.520.211812.744.928.442.0620.2448.440.8987.5810.596.68第 3 页，共 5 页
DK144+500～DK148+008承载力计算单岩土编号岩土名称统计项目天然含水量ω(%)天然孔隙比e液限ωL(%)液性指数IL压缩模量时 代成 因al+pl3Es0.1-0.2(MPa)查表(河北)查表(铁规)综合取值3-243-253-26Q3al+plQ3al+plal+plQ3粉砂细砂中砂统计个数最大值最小值平均值标准差变异系数推荐值修正系数标准值中大平均值中小平均值查表(河北)查表(铁规)综合取值统计个数最大值最小值平均值标准差变异系数推荐值修正系数标准值中大平均值中小平均值查表(河北)查表(铁规)综合取值统计个数最大值最小值平均值标准差变异系数推荐值修正系数标准值中大平均值密实、饱和密实、饱和密实、饱和27126730.00.84616.20.54823.70.6811.9900.0520.0840.07623.70.6811.0091.00823.90.68626.90.76320.00.614236 Kpa257 Kpa220 Kpa200 Kpa300 Kpa450 Kpa2702770.7816.65-0.203.710.338.510.1662.1050.4960.2470.338.511.0510.9750.358.290.5612.580.076.114-2Q3al+pl粉质黏土4-21Q3al+pl黏土1130.622.825.92.2330.08625.91.04827.128.224.3100.8910.6470.7380.0830.1120.7381.0660.7860.8140.6924-23Q3al+pl粉土1325.820.722.61.4990.06622.61.03323.424.2130.7390.6050.6550.0420.0640.6551.0320.6760.69726844.723.232.33.4880.10832.30.98931.938.527.7262 Kpa327 Kpa240 Kpa1243.637.139.01.7150.04439.00.97738.141.338.1222 Kpa279 Kpa230 Kpa1330.124.827.51.7790.06527.50.96826.628.890.480.040.260.1280.4880.261.3050.340.370.15812.066.189.571.6520.1739.570.8838.4510.817.87130.640.320.450.0850.1880.451.0940.500.551316.936.129.752.5450.2619.750.8698.4813.34第 4 页，共 5 页
DK144+500～DK148+008承载力计算单岩土编号岩土名称统计项目天然含水量ω(%)天然孔隙比e液限ωL(%)液性指数IL压缩模量时 代成 因al+pl3Es0.1-0.2(MPa)7.94中小平均值查表(河北)查表(铁规)综合取值4-244-25Q3al+plal+plQ3粉砂细砂计算：
21.70.63026.1200 Kpa220 Kpa240 Kpa0.39密实、饱和密实、饱和复核：
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