物理力学指标统计表.doc

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1、物理力学指标统计表工程编号：K2003-118工程名称：沈阳市地铁一号线工程（重工街站~启工街站区间）表21/3页地层编号岩土名称统计项目天然含水量ω(%)重力密度γ(kN/m3)天然孔隙比e液限ωL(%)塑限ωp(%)液性指数IL塑性指数IP直剪内摩擦角标准值φk（度）三轴剪压缩系数压缩模量变形模量标准值E0(MPa)标贯击数N(击/30cm)重型动探修正N63.5(击/10cm)承载力标准值fk(kPa)粘聚力Cq(kPa)(快剪)内摩擦角φq(度)(快剪)粘聚力Cc(kPa)(固快)内摩擦角φc(度)(固快)粘聚力Cuu(kPa)内摩擦

2、角φuu(度)粘聚力Cuu(kPa)内摩擦角φuu(度)α0.1-0.2(1/MPa)Es0.1-0.2(MPa)Es0.2-0.4(MPa)Es0.4-0.6(MPa)Es0.6-0.8(MPa)③-1粉质粘土统计个数1114139128822117776160最大值36.320.21.03344.725.90.4918.337.717.563.36.50.2988.0810.398.0最小值22.218.30.64330.419.70.2710.232.711.063.36.50.2116.248.245.0平均值29.419.20.81

3、840.123.00.36614.335.214.363.36.50.2597.099.236.4标准差4.4340.5200.1193.9331.9190.0582.1410.0300.5940.8641.201变异系数0.1510.0270.1460.0990.0710.1580.0930.1140.0840.0940.187标准值31.818.90.8780.390.2816.658.595.4推荐值31.818.90.87840.123.00.3914.334.012.763.36.50.2816.658.595.4③-3粉、细砂统计

4、个数344112211333113170最大值15.819.00.6859.833.47.237.73.630.30.13312.9622.4725.020.0最小值8.916.60.6219.833.41.036.13.630.30.12912.3818.5225.09.4平均值11.417.60.6559.833.44.136.93.630.30.13112.7520.7925.012.8标准差3.337变异系数0.242标准值11.5推荐值10.217.10.6709.833.42.636.529.83.630.30.13212.571

5、9.6621.925.011.5③-4中、粗砂统计个数71323564567111414132269230最大值20.219.40.7313.037.23.540.44.834.55.134.80.16015.2821.9320.5231.8825.022.0最小值10.817.00.5121.432.51.636.52.628.45.134.80.10210.3214.7320.5227.8517.012.2平均值15.017.80.6042.035.12.438.63.633.35.134.80.12812.7418.8620.5229.

6、8620.516.3标准差3.7430.4800.0571.8290.8332.2050.0151.3771.6243.452.642变异系数0.250.0270.0940.0520.2300.0660.1020.0910.0730.1680.137标准值17.817.70.62533.62.931.70.13212.3918.4217.615.1推荐值17.817.70.6251.733.62.037.633.92.931.75.134.80.13212.3918.4220.5228.8627.017.615.1④-1粉质粘土统计个数131

7、8171517910113333131313116160最大值29.720.40.82834.521.90.8414.122.56.736.714.940.115.10.3787.6810.5510.3812.2814.9最小值20.919.40.6225.2180.3310.222.56.722.76.329.411.10.2134.656.8810.3812.286.6平均值26.519.70.71429.919.90.6711.822.56.729.811.834.113.60.2925.998.8610.3812.2811.1标准差2

8、.8440.2860.0642.7661.170.1491.0940.0540.9451.1752.933变异系数0.1070.0150.090.0930.0590