最新液塑限自动计算表格

试验次数试验项目h1h21/2(h1+h2)盒号123456148盒质量(g)23.0624.1924.1922.9322.8823.93盒+湿土质量(g)44.9750.2037.8636.0935.9043.76盒+干土质量(g)40.2144.5534.5232.8832.4338.48液限Wl水质量(g)4.765.653.343.213.475.28塑限Wp干土质量(g)17.1520.3610.339.959.5514.55塑性指数Ip含水量(g)27.827.832.332.336.336.3平均含水量(g)试验设备液塑限联合试验记录表319.8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12.05.0试验日期试验规程入土深度(mm)JTGE40-200715.0评定标准JTGE40-20075.012.119.912.1含水量(g)27.820.032.336.311.824.536.3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5.012.119.91.010.0100.0110100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%18.05936.3系列1524.524.5系列1220.2936.3119.9系列1319.17442.1140.0120.05.012.119.95.01.080987051.2988530.698971.29885327.832.336.327.81.509164321.5600491.4433071.560049b的平均值Hp=4.1526971.298853Hp=3.1792781.5600491.75%2%-1.75%18.0589072320.28998952截距B=平分线两点-6.00762352719.17444838X轴截距b=如果未锥入20：细粒土:19.17445平分线4.683492925上中两点直线上下两点直线-5.380646686-6.717524365.138543384斜率K=4.281597215砂类土:(不带绝对值）偏差值：偏差值2%，本试验有效。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:01.4147461.3899781.3740141.4050391.2827230.618330.5023290.5023290.502329401.301031.602061.5605131.624788判别式：23.6625.41平分线两点24.55最终结果25.99如果未锥入20：