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1、铝盒质量盒+湿土 质量盒+干 土质量试验后含 水率14.06219.48186.20.19333101试验基本参数计算表工程名 称三轴仪剪切试验试件参 数代号数据单位干土质量m166.5g高度h080mm直径d39.1mm代号试件参数结果剪切速 率V0.08mm/minA0初始试样面 积12.01em2周围压 力P400kpaV0初始试样体 积96.08em3制备含 水率w16%he固结后试样 高度7.88cm初始孔 隙比e04.4cm3Ac固结后试样 面积11.64em2量力环 系数C11.5N/0.01mmVe固结后试样 体积91.66em3剪切阶段试验数据记录表（围压：300Kpa）位移
2、/mm钢环 读数 /mm孔隙 水压 力/kpa轴向 应变 e1/%校正后 面积 /cm2偏应力/kpaA值有效应力03/kpa3.001.0803273.201.1703450.2512.040185.96270.2829636553.401.2103560.512.0704123.85720.3164062443.601.2293610.7512.1008141.60270.3244708393.801.236364112.1313147.88180.3381079364.001.2403661.2512.1620151.29060.3483541344.201.2423681.512.19
3、29152.79390.3626152324.501.2483691.87512.2395157.84970.3595620314.801.2493712.2512.2864158.18250.3758916295.101.2503712.62512.3338158.50800.3751196295.401.250372312.3814157.89760.3851282285.701.2513723.37512.4295158.21240.3843619286.001.2553726.501.2603727.001.2653727.501.2693728.001.2713728.501.275
4、3729.001.2793709.501.28236910.001.28936810.501.29136711.001.29836611.501.30136512.001.30936412.501.31236213.001.31836113.501.32036014.001.32136014.501.32735915.001.33035916.001.33935717.001.349357一组IbU wooion ooo50.000吕oooo3.754.3755.6256.256.8757.58.1258.759.3751010.62511.2511.87512.513.12513.7514.
5、3751516.2517.512.477912.559512.642112.725812.810712.896612.983813.072113.161613.252413.344413.437813.532413.628413.725713.824513.924614.026314.129414.340314.5576 &已刖銭（围压亍300Kpai5 oo10.0015.00oooiO.OO.1eA6-A曲线（围压：400Kpa）161.2849164.8158168.2868170.7944171.4587173.8824176.2583177.7066182.6140183.09871
6、87.8684189.1312194.6071195.7681199.4067199.6461199.0357202.5127203.4763207.7014212.50100.37703980.36896230.36135210.35604690.35466740.34972370.32967580.31938460.30340180.29521810.28052980.27151180.25692790.24159860.23041320.22336820.22405320.21353340.21252230.19518670.19077812828282828283031323334353638394040414143430.450.100.050.00Oh50.0000 1CO.DOCO iSO.OOOCi 200.0000250.0000
