液塑限试验记录表.xls

液塑限试验记录表.xls

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土土的的液液塑塑限限联联合合测测定定试试验验记记录录表表工程名称:

南京段建设项目合同号:

YC-A1编号:

#REF!

试表3-3任务单号试验环境温度6湿度51%试验日期2014.02.24试验设备液塑限联合测定仪、电子天平、烘箱试验规程JTGE40-2007试验人员评定标准复核人员试样名称素土

（1）取样地点12号取土场试样描述小于0.5mm土工程部位路面底基层试验项目试验次数土样类型砂类土123入土深度（mm）h1h2（h1+h2）/220.011.44.2盒号盒质量（g）盒+湿土质量（g）盒+干土质量（g）水分质量（g）干土质量（g）含水率（%）平均含水率（%）20.512.67.5液限WL（%）20.5塑限WP（%）13.1塑性指数IP7.4结论：

根据试验结果，该试样液限为21%，塑限为13%，塑性指数为7，该土为低液限粘土。

江苏远卓工程检测有限公司第8页共9页JJ0102a土土的的界界限限含含水水率率试试验验检检测测记记录录表表（液液塑塑限限联联合合测测定定仪仪法法）试验室名称：

报告编号：

工程部位/用途委托/任务编号试验依据JTGE40-2007/T0118-2007样品编号样品描述样品名称试验条件温度：

，相对湿度：

%试验日期主要仪器设备及编号液塑限联合测定仪试验项目土样类型砂类土入土深度mmh119.911.24.3h220.011.64.1（h1+h2）/220.011.44.2盒号15201122435盒重（g）23.6623.6123.2623.7624.3923.20盒+湿土重（g）78.5280.1493.6574.2184.1589.63盒+干土重（g）69.1270.6585.7268.5980.0684.90水分重（g）9.409.497.935.624.094.73干土重（g）45.4647.0462.4644.8355.6761.70含水量（%）20.720.212.712.57.37.7平均含水量（%）20.512.67.5液限WL（%）21塑限WL（%）13塑性指数IP7定名低液限黏土备注试验：

复核：

日期：

江苏远卓工程检测有限公司第8页共9页JJ0102a沉入深度含水量log值a20.020.5b11.112.61.3121.11.310.88c5.87.51.3011.0451.30.7666778899101015152020303040405050606070700.77820.84510.9030.95411.1761.3011.4771.61.71.781.850.17610.176090.1760.1760.1760.1760.1760.1760.180.180.180.181.51.522334455667788991010202030300.17610.301030.4770.6020.6990.7780.8450.9030.9511.31.480.17610.176090.1760.1760.1760.1760.1760.1760.180.180.180.18y坐标x坐标0.77821.95424600.77821.9542470.8450.845000.1761.4770.77820.778150.3010.301030.77820.7781580.9030.9030.47710.477120.1761.4770.77820.7781590.9540.9540.60210.602060.1761.4770.77820.7781510110.6990.698970.1761.4770.77820.77815151.1761.1760.77820.778150.1761.4770.77820.77815201.3011.3010.84510.84510.1761.4770.77820.77815251.3981.3980.90310.903090.1761.4770.77820.77815301.4771.4770.95420.954240.1761.4770.77820.77815401.6021.602110.1761.4770.77821.95424501.6991.699#REF!

#REF!

0.1761.4770.77821.95424601.7781.7781.3011.301030.1761.4770.77821.95424701.8451.845#REF!

#REF!

0.1761.4770.77821.95424801.9031.9031.47711.477120.1761.477901.9541.9540.1761.477ABy=ax+bWL1江苏远卓工程检测有限公司第8页共9页JJ0102aX20.512.61.3121.1a1.155X1.11.65Y20.011.41.3011.057b-0.21Y1.061.69ACWL2X20.57.51.3120.875a1.552X1.11.65Y20.04.21.3010.623b-0.73Y0.971.83AO液限X20.58.881.3120.948a1.336X1.11.6520201.31Y20.06.51.3010.815b-0.45Y1.021.75201.3WP1线WP2线WP线横0.7780.8910.7780.9990.780.9520.51.310.80.80.8150.8150.820.82200.18竖0.8910.8910.9990.9990.950.950.20.8150.1760.8150.180.827.789.97403.238江苏远卓工程检测有限公司第8页共9页JJ0102aABab线y=ax+bX20.512.61.3117541.100371aY20.011.41.301031.056905bACac线X20.57.51.3117540.875061aY20.04.21.301030.623249bAOao线X20.513.21.3121.121aY20.011.11.3011.045b20.9420.4512.67.5江苏远卓工程检测有限公司第8页共9页JJ0102aHPWP江苏远卓工程检测有限公司第8页共9页JJ0102a0.8912377.784611.3117538611.3117546.53698980.8153780.1760911.301030.9988499.9735386.53698980.815378塑限0.9483688.879078.879076.53698980.8153781.311753868.8790740.9483676770.9483681.301036.536990.1760910.815378江苏远卓工程检测有限公司第8页共9页JJ0102a细粒土砂类土1.154893与ab的交点x值0.8912371.090114-0.21391a点含水率带入hp-wp曲线得到的入土深度的y值0.8153781.04506与ab的交点含水率7.7846112.305931.552077与ac的交点x值0.9988491.146833-0.73491a点含水率带入hp-wp曲线得到的入土深度的y值0.8153781.04506与ac的交点含水率9.97353814.022751.338895确定的hp的值（o点的Y值）俩个含水率不小于2，应重做试验13.2-0.45527待定塑限lg值（o点的x值）#VALUE!

1.120574y值（o点Y值）0.8153781.04506液限的lg值1.3117541.311754根据液限算塑限液限带入hp-wp曲线得到的入土深度lg值（M点y值）0.8153781.04506M横线与ab线交线对应的x值0.8912371.090114M横线与ac线交线对应的x值0.9988491.146833M横线与ab、ac线交线对应的x值的平均值0.9450431.118474y=ax+b江苏远卓工程检测有限公司第8页共9页JJ0102a江苏远卓工程检测有限公司第8页共9页JJ0102a江苏远卓工程检测有限公司第8页共9页JJ0102a细粒土砂类土液液限限液液限限20.520.520.520.5塑塑限限塑塑限限8.88.813.113.10.7781511.9542430.4771210.477121