液塑限自动计算表格

试验次数试验项目h1h21/2(h1+h2)盒号2663182237148盒质量(g)21.1019.8522.6022.0719.6621.02盒+湿土质量(g)85.3288.3290.2195.3184.7559.72盒+干土质量(g)74.2376.2175.6479.5569.4150.36液限Wl水质量(g)11.0912.1114.5715.7615.349.36塑限Wp干土质量(g)53.1356.3653.0457.4849.7529.34塑性指数Ip含水量(g)20.921.527.527.430.831.9平均含水量(g)工程名称:湖南省洞口至新宁高速公路合同号DXTJ-04试验编号：.2试样名称土取样地点HYK12+340右2米下挖3米..试样描述小于0.5mm的土颗粒工程部位路基填筑./2011.11.07试验环境31.410.3结论：经两平行试验得:液限W1=32%,塑限Wp=20%,塑性指数Ip=12%4.410.320.110.3含水量(g)21.220.0试验日期试验规程入土深度(mm)JTGE40-200714.6评定标准温度:18℃湿度:50﹪光电式液塑限联合测定仪,烘箱,电子天平27.410.34.721.031.4试验设备液塑限联合试验记录表JTGE40-2007委托单号复核人员320.1试验人员4.610.320.11.010.0100.0110100锥入深度h(mm)含水量w(%)h-w图试样名称:取样地点试样描述工程部位差值1%差值1%差值1%17.18831.4系列1521.021.0系列1214.1831.4120.1系列1315.68436.8140.0120.04.610.320.14.61.012837221.3021140.6580111.30211421.227.431.421.21.438447941.4964871.3259281.496487b的平均值Hp=5.7618871.302114Hp=3.55211.4964872.33%2%2.33%(不带绝对值）偏差值：偏差值2%，本试验需重做。工程名称:湖南省洞口至新宁高速公路合同号DXTJ-04试验编号：.斜率K=4.984188174细粒土:15.68441平分线4.325692173上中两点直线上下两点直线-6.156657971-4.3492567943.776425401砂类土:平分线两点如果未锥入20：-5.17122732715.68440958X轴截距b=17.1884956114.18032355截距B=砂类土:细粒土:01.3712931.3227281.3456841.2974551.1954680.7605650.5504850.5504850.550485401.301031.602061.4962361.565827判别式：22.1719.84平分线两点21.02如果未锥入20：最终结果23.51