土工试验成果资料汇总表附-12-典尚设计.doc

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1、土工试验成果资料汇总表西部开发省际公路通道重庆绕城公路南段（S2合同段）第1页共3页附–12土样编号取样位置取样深度(m)天然密度ρ(g/cm3)比重G天然含水量w(%)干密度ρd(g/cm3)孔隙比e孔隙率n(%)饱和度SY(%)饱和含水量Wmax(%)浮容重ρu(g/cm3)平衡锥100g/76g76g锥土名状态备注液限WL(%)塑限WP(%)塑性指数IP稠度Wc液性指数IL1234567891011121314151617181920C.28K106+433Z16m0.5-1.022.1344.60/36.1820

2、.6/20.324.00/15.880.880.12低液限粘土硬塑状C.29K106+480Z27m1.0-1.423.0045.19/36.5821.42/20.8623.77/15.720.860.14低液限粘土硬塑状S.20K106+590Z15m1.035.82S.21K106+590Z15m2.025.1137.54/31.4522.01/21.3315.53/10.120.630.37低液限粘土硬塑状C.30K106+665Z20m0.5-0.823.26C.31K106+680Y20m1.0-1.330.9

3、952.17/41.2524.56/22.9227.61/18.330.560.44高液限粘土硬塑状C.32K106+810Y38m1.0-1.323.34C.33K106+855Y15m0.5-0.824.0042.54/34.8022.60/21.6819.94/13.120.820.18低液限粘土硬塑状C.34K107+040Z13m0.5-0.821.84C.35K107+295Z22m2.5-2.828.3945.02/36.4626.21/24.1118.81/12.350.650.35低液限粘土硬塑状S.2

4、2K107+480Y20m0.6-1.01.952.7127.161.530.7743.4195.9428.310.9743.06/35.1522.56/21.6520.50/13.500.590.41低液限粘土硬塑状S.23K107+480Y20m1.8-2.226.41S.24K107+520Y35m0.8-1.21.822.7040.41.301.0851.9910040.400.8262.34/48.0729.67/26.2932.67/21.780.350.65高液限粘土软塑状S.25K107+520Y35m0

5、.8-1.233.66S.26K107+520Y30m2.8-3.251.1257.43/44.7818.47/18.7338.95/26.05-0.241.24高液限粘土液塑状C.36K107+640Y70m1.0-1.31.892.7227.91S.27K107+700Z26m0.8-1.21.992.7120.361.650.6438.9986.3423.581.0435.67/30.2019.21/19.4516.46/10.750.920.08低液限粘土硬塑状S.28K107+700Z26m1.4-1.820.

6、86C.37K107+732Y90m2.0-2.324.2134.65/29.5219.47/19.6415.17/9.880.540.46低液限粘土硬塑状C.38K107+885Y65m1.0-1.31.932.7438.411.390.9649.11100.038.410.9360.98/47.1628.56/25.5532.42/21.610.400.60高液限粘土软塑状编制:复核:审核:土工试验成果资料汇总表西部开发省际公路通道重庆绕城公路南段（S2合同段）第2页共3页附–12土样编号取样位置取样深度(m)天然密

7、度ρ(g/cm3)比重G天然含水量w(%)干密度ρd(g/cm3)孔隙比e孔隙率n(%)饱和度SY(%)饱和含水量Wmax(%)浮容重ρu(g/cm3)平衡锥100g/76g76g锥土名状态备注液限WL(%)塑限WP(%)塑性指数IP稠度Wc液性指数IL1234567891011121314151617181920S.29K108+115Z20m0.6-1.21.972.7426.031.560.7542.9594.7327.480.9948.32/38.6723.56/22.2724.76/16.400.770.23低

8、液限粘土硬塑状C.39K108+180Y120m2.0-2.320.7334.89/29.6820.22/20.1514.66/9.530.940.06低液限粘土硬塑状S.30K108+415Y15m0.8-1.021.00S.31K108+470Z25m0.8-1.21.992.7420.921.650.6639.