液塑限自动计算表格

液塑限联合试验记录名称:湖南省洞口至新宁高速公路号DXTJ-04试验编号：.17.188495609731.4系列1521.021.0试表:3-3120.113.6委托单号/试验环境温度:18℃湿度:50﹪系列1214.180323552831.4试验日期2011.11.07试验设备光电式液塑限联合测定仪,烘箱,电子天平120.1试验规程JTGE40-2007试验人员系列1315.684409581336.8评定JTGE40-2007复核人员140.0试样描述主管签字系列1431.431.4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.120.0试验次数123平分线两点砂类土:细粒土:判别式：试验项目4.610.320.14.61.01283722471.3021143770.65801139671.30211437701.37129314941.32272760921.34568416691.2974549773入土深度(mm)h14.710.320.121.227.431.421.21.4384479371.49648690781.32592800311.49648690781.19546817490.7605647160.55048513890.55048513890.5504851389h24.410.320.0斜率K=截距B=X轴截距b=b的平均值最终结果23.512193618121.024593573922.165838613919.83604008821/2(h1+h2)4.610.320.1上中两点直线4.9841881738-6.156657971317.188495609715.6844095813含水量(g)盒号2663182237148上下两点直线3.7764254012-4.349256794314.1803235528盒质量(g)21.1019.8522.6022.0719.6621.02平分线4.325692173-5.171227327315.6844095813盒+湿土质量(g)85.3288.3290.2195.3184.7559.72如果未锥入20：40盒+干土质量(g)74.2376.2175.6479.5569.4150.36液限Wl31.4砂类土:Hp=5.76188672441.3021143771.30102999571.6020599913水质量(g)11.0912.1114.5715.7615.349.36塑限Wp21.0细粒土:Hp=3.55209963391.49648690781.4962362241.5658273977干土质量(g)53.1356.3653.0457.4849.7529.34塑性指数Ip10.3偏差值：2.33%>2%2.33%(不带绝对值）含水量(g)20.921.527.527.430.831.9结论：经两平行试验得:液限W1=32%,塑限Wp=20%,塑性指数Ip=12%偏差值>2%，本试验需重做。平均含水量(g)21.227.431.4差值<1%差值<1%差值>1%试样名称:取样地点试样描述工程部位