岩石试验成果资料汇总表附-11-典尚设计.doc

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1、岩石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2页附-11序号取样地点及桩号工程名称取样孔号取样深度(m)岩性物理性质力学性质备注天然密度ρh干密度ρd饱和密度ρsa比重G天然含水率ωa吸水率ω饱水率ωsa孔隙度%抗压强度软化系数KP抗剪强度天然Rh饱和Rsa凝聚力C内摩擦角φg/cm3g/cm3g/cm3％％％％MPaMPaMPa°1AK0+626.96Y5.15m西彭互通立交桥ZK1110412.2-12.8泥岩6.03.70.62资料来源于“重庆川东南地质工程勘察院”的

2、工程地质勘察报告6.14.10.676.74.40.662AK0+629.49Z6.15mZK1110510.9-11.5泥岩4.73.00.645.83.60.625.03.20.643AK0+677.78Y3.25mZK111068.2-8.8泥岩4.72.90.625.63.40.616.03.70.624AK0+727.78Y5.15mZK111074.8-5.8泥岩2.472.372.502.724.474.845.4312.862.482.372.502.724.454.835.4212.852.

3、512.422.532.733.784.164.7411.485K110+200Y40K110+170-K110+220深路堑段ZK11401-13.6-4.6砂岩2.502.442.522.662.723.053.378.222.492.432.512.652.853.183.508.502.532.482.552.662.202.532.857.056K110+200Y40ZK11401-25.0-5.6砂岩32.525.40.7834.426.90.7825.920.10.787K110+200Y40Z

4、K11401-39.3-10.3泥岩2.492.372.502.724.785.125.4412.912.452.312.472.756.326.677.0016.152.462.332.482.735.575.916.2414.548K110+200Y40ZK11401-429.0-30.0泥岩2.472.342.492.755.806.146.4715.132.482.362.502.745.145.485.8113.712.492.372.512.755.205.545.8713.90编制：复核：审核：

5、岩石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2页附-11序号取样地点及桩号工程名称取样孔号取样深度(m)岩性物理性质力学性质备注天然密度ρh干密度ρd饱和密度ρsa比重G天然含水率ωa吸水率ω饱水率ωsa孔隙度%抗压强度软化系数KP抗剪强度天然Rh饱和Rsa凝聚力C内摩擦角φg/cm3g/cm3g/cm3％％％％MPaMPaMPa°9K110+200Y40K110+170-K110+220深路堑段ZK11401-533.7-34.3泥岩6.44.00.63资料来源于“重庆川

6、东南地质工程勘察院”的工程地质勘察报告7.44.60.625.53.20.5810K110+200Y3mZK11402-112.3-13.3砂岩2.462.332.472.725.525.866.1914.412.452.302.472.756.406.757.0816.322.462.332.482.735.686.026.3614.8011K110+200Y3mZK11402-218.2-18.8粉砂质泥岩8.25.60.687.94.30.549.16.20.68编制：复核：审核：