物理力学指标统计表.doc
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1、Four short words sum up what has lifted most successful individuals above the crowd: a little bit more.-author-date物理力学指标统计表物理力学指标统计表物 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(黄海路站洪湖北街站区间) 表2 1/4页地层编号岩土名称统计项目天然含水量(%)重力密度(kN/m3)天然孔隙比e液限L(%)塑限p(%)液性指数IL塑性指数IP直剪内摩擦角标准值k三轴剪压缩系数压缩模量变形模量标准值E0(MPa)标贯击
2、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q(度)(快剪)粘聚力Cc(kPa)(固快)内摩擦角c(度)(固快)粘聚力Cuu(kPa)内摩擦角uu(度)粘聚力Ccu(kPa)内摩擦角cu(度)0.1-0.2(1/MPa)Es0.1-0.2(MPa)Es0.2-0.4(MPa)Es0.4-0.6(MPa)Es0.6-0.8(MPa)-1粉质粘土统计个数4444444222 2 160最大值38.919.61.04645.625.30.6720.30.4114.347.20 13.0 最小值25.318.40.74933.
3、821.10.2812.70.4034.285.34 9.0 平均值29.519.10.83138.822.90.3915.90.4074.316.27 11.0 标准差 变异系数 标准值 推荐值34.218.80.93938.322.90.5315.90.4094.305.81 10.0 -2粉土统计个数111 11 111 170最大值15.220.10.536 9.724.5 0.1928.0012.80 最小值15.220.10.536 9.724.5 0.1928.0012.80 平均值15.220.10.536 9.724.5 0.1928.0012.80 标准差 变异系数 标准值
4、 推荐值15.220.10.536 9.724.5 0.1928.0012.80 -3粉、细砂统计个数7810 22445511777 317170最大值23.619.40.833 1.033.75.841.112.734.02.136.50.13715.8324.70 23.015.5最小值13.817.30.554 0.533.31.032.12.032.82.136.50.10313.3520.29 8.06.3平均值18.218.90.663 0.833.53.737.26.333.42.136.50.11114.8022.23 17.311.5标准差3.4310.4750.096 0
5、.0121.0411.507 2.242变异系数0.1890.0250.145 0.1120.070.068 0.222标准值19.918.70.710 0.12014.0321.11 10.6推荐值19.918.70.710 0.733.42.434.729.34.233.12.136.50.12014.0321.11 21.912.710.6-4中、粗砂统计个数353334 565557222730242110.070230最大值23.420.50.584 3.339.93.240.95.434.74.436.60.15518.8624.0031.9330.7528.028.4最小值12.
6、618.30.427 1.030.21.331.71.827.73.534.50.09111.1515.1520.7930.7517.07.1平均值16.519.90.504 2.136.82.1373.332.64.035.50.11414.7120.5126.3630.7522.412.9标准差2.540.5080.030 3.436 2.300 0.0202.2062.395 3.6583.931变异系数0.1530.0260.060 0.094 0.071 0.1750.150.117 0.1630.329标准值17.319.80.510 33.9 30.9 0.12114.0119.
7、66 20.212.2推荐值17.319.80.510 1.633.91.734.433.52.630.93.835.00.12114.0119.6623.5830.7527.020.212.2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(黄海路站洪湖北街站区间) 表2 2/4页地层编号岩土名称统计项目天然含水量(%)重力密度(kN/m3)天然孔隙比e液限L(%)塑限p(%)液性指数IL塑性指数IP直剪内摩擦角标准值k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f
8、k(kPa)粘聚力Cq(kPa)(快剪)内摩擦角q(度)(快剪)粘聚力Cc(kPa)(固快)内摩擦角c(度)(固快)粘聚力Cuu(kPa)内摩擦角uu(度)粘聚力Ccu(kPa)内摩擦角cu(度)0.1-0.2(1/MPa)Es0.1-0.2(MPa)Es0.2-0.4(MPa)Es0.4-0.6(MPa)Es0.6-0.8(MPa)-1粉质粘土统计个数30273036322130556610511212420 3160最大值32.020.00.88438.222.60.9215.630.516.234.220.244.011.739.719.80.3977.168.87 8.1最小值24.2
9、18.60.67029.619.70.4311.017.49.620.310.025.26.939.719.80.2684.446.50 6.6平均值27.019.60.74532.920.90.6112.522.612.727.515.234.78.639.719.80.3235.527.77 7.4标准差1.6920.3710.0472.4310.8180.1421.439 4.6592.4113.676 0.0290.7260.645 变异系数0.0630.0190.0630.0740.0390.2320.115 0.1160.0920.059 0.0780.1310.083 标准值27
10、.519.50.7600.67 25.714.433.90.3295.367.61 推荐值27.519.50.76032.920.90.6712.520.011.225.714.433.97.839.719.80.3295.367.61 7.0-3粉、细砂统计个数555 11333311544 26170最大值23.819.90.804 4.731.06.135.09.233.49.233.30.14414.8122.05 24.017.4最小值19.718.50.615 4.731.01.529.03.724.69.233.30.10712.2017.75 17.015.0平均值21.519
11、.40.698 4.731.03.033.06.128.99.233.30.12013.6520.04 20.515.9标准差1.000变异系数0.051标准值15.3推荐值22.719.00.7514.731.02.331.031.64.926.89.233.30.13212.9318.9021.915.415.3-4中、粗砂统计个数202626 45444611131313 615300最大值18.920.80.639 5.041.64.339.04.733.97.231.80.17714.6823.14 88.218.6最小值11.519.40.429 1.433.92.833.31.9
12、32.27.231.80.1048.4612.99 68.29.1平均值15.620.10.529 3.639.13.336.13.632.97.231.80.13411.7318.80 78.012.9标准差1.810.4210.052 0.631 0.0231.9732.054 6.5406.889变异系数0.0920.0210.098 0.019 0.1490.1390.069 0.0840.327标准值16.020.00.54732.3 0.14011.2118.3972.611.3推荐值16.020.00.5472.536.53.134.733.12.832.37.231.80.14
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