岩石试验指标分层统计表.doc

岩石试验指标分层统计表工程名称: 南京地铁四号线九华山站锁金村站区间 第 1页层 号孔 号取样起始深度(m)岩土名称天然密度g/cm3饱和密度g/cm3干燥密度g/cm3天然单轴抗压强度MPa饱和单轴抗压强度MPa干燥单轴抗压强度MPa软 化系 数备注3-4e2Q7Z56.40混合土2.6071.9290.490.793-4e2Q7G6724.00混合土2.6221.783-4e2Q7Z4A20.50混合土2.569.9317.720.563-4e2Q7G4616.00混合土2.504.843-4e2Q7Z3028.50混合土2.7212.123-4e2Q7Z3030.20混合土2.8044.27数据个数61522平均值2.6344.2724.1254.110.68最小值2.504.8417.720.56最大值2.8071.9290.490.79标准差0.1127.4251.460.16变异系数0.041.140.950.24标准值2.54-1.91-68.070.29-2Q7Z2531.10中风化闪长岩2.9167.58-2Q7Z2933.00中风化闪长岩2.6731.47-2Q7Z2935.00中风化闪长岩2.7150.79-2Q7Z2224.00中风化闪长岩2.6517.96-2Q7Z2232.10中风化闪长岩2.7616.47-2Q7Z2235.10中风化闪长岩2.8022.50-2Q7G4626.00中风化闪长岩2.7227.51-2Q7G4627.20中风化闪长岩2.7733.49数据个数817平均值2.7550.7931.00最小值2.6516.47最大值2.9167.58标准差0.0817.37变异系数0.030.56标准值2.6918.15j1-2xn-2Q7Z127.00中风化石英砂岩2.4912.1017.010.71j1-2xn-2Q7Z129.40中风化石英砂岩2.6348.86岩石试验指标分层统计表工程名称: 南京地铁四号线九华山站锁金村站区间 第 2页层 号孔 号取样起始深度(m)岩土名称天然密度g/cm3饱和密度g/cm3干燥密度g/cm3天然单轴抗压强度MPa饱和单轴抗压强度MPa干燥单轴抗压强度MPa软 化系 数备注j1-2xn-2Q7G420.00中风化石英砂岩2.7215.7438.320.41j1-2xn-2Q7G422.60中风化石英砂岩2.7537.96j1-2xn-2Q7G424.40中风化石英砂岩2.7113.6010.61j1-2xn-2Q7G426.40中风化石英砂岩2.7733.87j1-2xn-2Q7G428.30中风化石英砂岩2.7630.61j1-2xn-2Q7G520.00中风化石英砂岩2.6834.71j1-2xn-2Q7Z59.20中风化石英砂岩2.5951.59j1-2xn-2Q7Z95.00中风化石英砂岩2.5818.36j1-2xn-2Q7Z98.00中风化石英砂岩2.7130.62j1-2xn-2Q7Z919.40中风化石英砂岩2.5910.72j1-2xn-2Q7Z923.40中风化石英砂岩2.7437.50j1-2xn-2Q7Z930.10中风化石英砂岩2.7124.21j1-2xn-2Q7Z941.40中风化石英砂岩2.7432.21j1-2xn-2Q7G2013.20中风化石英砂岩2.6828.24j1-2xn-2Q7G2020.80中风化石英砂岩2.8522.20j1-2xn-2Q7G2034.40中风化石英砂岩2.8751.54j1-2xn-2Q7Z225.10中风化石英砂岩2.7726.5233.680.79j1-2xn-2Q7Z227.10中风化石英砂岩2.7237.31j1-2xn-2Q7Z4A23.70中风化石英砂岩2.65j1-2xn-2Q7Z4A24.00中风化石英砂岩2.8525.66j1-2xn-2Q7Z4A27.00中风化石英砂岩2.7140.2052.180.77j1-2xn-2Q7G9A25.80中风化石英砂岩2.7628.4736.890.77j1-2xn-2Q7Z106.80中风化石英砂岩2.6532.6443.190.76j1-2xn-2Q7Z1018.40中风化石英砂岩2.66j1-2xn-2Q7Z1041.80中风化石英砂岩2.6679.10j1-2xn-2Q7G228.80中风化石英砂岩2.7339.75j1-2xn-2Q7G2219.20中风化石英砂岩2.9337.4492.690.40j1-2xn-2Q7G2226.20中风化石英砂岩3.0054.76数据个数3072277平均值2.7236.0531.5844.850.66注:加“*”代表该岩样数据不参加统计!岩石试验指标分层统计表工程名称: 南京地铁四号线九华山站锁金村站区间 第 3页层 号孔 号取样起始深度(m)岩土名称天然密度g/cm3饱和密度g/cm3干燥密度g/cm3天然单轴抗压强度MPa饱和单轴抗压强度MPa干燥单轴抗压强度MPa软 化系 数备注最小值2.4913.6010.6117.010.40最大值3.0079.1054.7692.690.79标准差0.1120.4813.3923.630.18变异系数0.040.570.420.530.27标准值2.6920.9126.5827.370.53t2h-2Q7Z1729.40中风化粉砂岩2.7935.38t2h-2Q7G6734.80中风化粉砂岩2.7215.09t2h-2Q7Z3814.00中风化粉砂岩2.5325.64t2h-2Q7Z3817.00中风化粉砂岩2.3322.55t2h-2Q7Z3821.00中风化粉砂岩2.6623.3371.890.32t2h-2Q7Z3824.30中风化粉砂岩2.8559.59t2h-2Q7Z4028.00中风化粉砂岩2.6942.63t2h-2Q7Z4030.10中风化粉砂岩2.5733.99t2h-2Q7Z4032.80中风化粉砂岩2.6658.03t2h-2Q7Z1420.76中风化粉砂岩2.7973.71t2h-2Q7G3028.50中风化粉砂岩2.7212.12t2h-2Q7G3030.20中风化粉砂岩2.8044.27t2h-2Q7G3627.60中风化粉砂岩2.6713.21t2h-2Q7G3630.00中风化粉砂岩2.6714.37t2h-2Q7G3633.00中风化粉砂岩2.7419.73t2h-2Q7G7530.70中风化粉砂岩2.6830.93t2h-2Q7G7532.60中风化粉砂岩2.6637.38t2h-2Q7G7535.00中风化粉砂岩2.7644.65t2h-2Q7G7537.00中风化粉砂岩2.8435.89t2h-2Q7G5240.00中风化粉砂岩2.7459.81t2h-2Q7Z1833.80中风化粉砂岩2.6117.95t2h-2Q7Z1836.00中风化粉砂岩2.7285.09t2h-2Q7Z2633.10中风化粉砂岩2.5646.87t2h-2Q7Z2634.80中风化粉砂岩2.7215.36t2h-2Q7G5442.00中风化粉砂岩2.4620.39注:加“*”代表该岩样数据不参加统计!岩石试验指标分层统计表工程名称: 南京地铁四号线九华山站锁金村站区间 第 4页层 号孔 号取样起始深度(m)岩土名称天然密度g/cm3饱和密度g/cm3干燥密度g/cm3天然单轴抗压强度MPa饱和单轴抗压强度