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)试验设备液塑限联合试验记录表320.1委托单号复核人员温度:18℃湿度:50﹪光电式液塑限联合测定仪,烘箱,电子天平试验人员10.34.7试验日期试验规程入土深度(mm)JTGE40-200714.6评定标准JTGE40-20074.410.320.010.3含水量(g)21.219.927.431.410.421.031.4结论：经两平行试验得:液限W1=32%,塑限Wp=20%,塑性指数Ip=12%工程名称:盐河航道整治工程（杨庄~朱码二线船闸段）合同号YH-SG-HD7试验编号：.2试样名称素土取样地点17K+942~27K+614左岸..试样描述小于0.5mm的土颗粒工程部位墙后回填土./2011.11.07试验环境4.610.320.01.010.0100.0110100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%17.15831.4系列1521.021.0系列1214.08731.4120.0系列1315.62336.9140.0120.04.610.320.04.61.012837221.301030.6627581.3010321.227.431.421.21.438447941.4964871.3259281.496487b的平均值Hp=5.7618871.30103Hp=3.55211.4964872.38%2%2.38%17.1582602314.08724427截距B=平分线两点-5.13037243215.62275225X轴截距b=如果未锥入20：细粒土:15.62275平分线4.297667019上中两点直线上下两点直线-6.129782477-4.2991814883.742238876斜率K=4.965504498砂类土:(不带绝对值）偏差值：偏差值2%，本试验需重做。工程名称:盐河航道整治工程（杨庄~朱码二线船闸段）合同号YH-SG-HD7试验编号：.砂类土:细粒土:01.3707291.3218471.3453351.2959271.1937580.7605650.5504850.5504850.550485401.301031.602061.4964871.566532判别式：22.1519.77平分线两点20.98最终结果23.48如果未锥入20：