附表附图 管线岩土参数

附表1：xx站岩土物理力学性质参数表1岩土分层岩土名称天然密度天然含水量孔隙比液限塑限塑性指数液性指数压缩系数压缩模量直剪快剪固结快剪三轴试验CU三轴试验UU粘聚力内摩擦角粘聚力内摩擦角总应力有效应力粘聚力内摩擦角粘聚力内摩擦角粘聚力内摩擦角ρwеwLwPIpILa1-2Es1-2cΦcΦCcuФcuc'Ф'CuuФuug/cm3%—%%%—MPa-1MPakPa°kPa°(kPa)(°)(kPa)(°)(kPa)(°)1-1杂填土1.80688102-3-3黏土1.8933.90.95544.823.121.80.520.434.630735835932131832-4-3粉质黏土1.9328.60.76133.418.914.50.580.444.320122513201019162262-5-4黏质粉土1.9524.90.71828.419.49.00.630.1710.4112012251419102819252-5-4-44粉质黏土1.9228.00.75034.018.014.50.600.473.720122513201019162265-3-4黏土1.9230.00.86747.224.223.10.270.209.8751180137315662154511-1-2强风化石灰岩2.4511-1-3中风化石灰岩2.50—溶洞充填物1.9428.80.8355627.228.80.050.1612.738114712附表1：xx站岩土物理力学性质参数表2岩土分层岩土名称岩层抗剪强度单轴抗压强度单轴压缩变形水平基床系数垂直基床系数静止侧压力系数数无侧限抗压强度度地基承载力特征征值钻孔灌注桩土体与锚固体极极限摩阻力力标准值抗拔系数土体与挡土墙基基底摩擦系系数渗透系数比热容导热系数导温系数电阻率剪切波速粘聚力等效内摩擦角天然抗压饱和抗压弹性模量泊松比桩的极限侧阻力力标准值桩的极限端阻力力标准值地基土水平抗力力系数的比比例系数cΦfcfrEμKhKvK0qufakqsikqpkmqsikλifKCλαΩmVsMPa°MPaMPa（×105MPaa）MPa/mMPa/m—kPakPakPakPaMN/m4kPa——×10-6cmm/skJ/kg·KKW/m·Km2/h—m/s1-1杂填土81020.75111332-3-3黏土25280.4940.01005018450.720.33.471.851.520.001533101822-4-3粉质黏土22250.4945.01005018450.700.35.791.901.410.001400111652-5-4黏质粉土20220.4570.01204012350.600.33471.411.940.00239991392-5-4-44粉质黏土23260.4945.01005018450.700.35.791.901.410.001400101605-3-4黏土60620.36240.02807527600.750.43.471.721.380.0014881130011-1-2强风化石灰岩2001800.2560018018003000.850.951.950.0022009438011-1-3中风化石灰岩0.102755.0-755.050.0-700.00.220.153003000.20200022022