灌砂法测压实度计算公式.xls
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工工地地密密度度(灌灌砂砂法法)试试验验记记录录编号:
试表14工程名称:
代表部位:
施工单位:
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年月日桩号及层次灌砂前砂容器重(g)
(1)900090009000灌砂前后容器重(g)
(2)489952454826灌砂筒下部锥体内砂重(g)(3)774774774试坑灌入量砂的重量(g)(4)
(1)-
(2)-(3)332729813400量砂单位重(g/cm3)(5)1.411.411.41试坑体积(cm3)(6)(4)(5)236021142411试坑中挖出的湿料重(g)(7)514445245209试样湿密度(g/cm3)(8)(7)(6)2.182.142.16含水量W(%)盒号(#)(9)18529盒重(g)(10)12.5410.929.9810.649.88盒湿料重(g)(11)59.4369.4645.1955.8955.12盒干料重(g)(12)54.4463.1941.4251.1150.24水重(g)(13)(11)-(12)4.996.273.774.784.88干料重(g)(14)(12)-(10)41.9052.2731.4440.4740.36含水量(%)(15)(13)(14)11.912.012.011.812.112.011.912.2干密度(g/cm3)(16)(8)1+W1.951.951.921.911.92最大干密度(g/cm3)(17)1.991.991.991.991.99压实度(%)(18)(16)(17)98.097.896.396.196.7技术负责人:
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9000900090001645734607505512.5410.187747747743653361931711.411.411.412725912567224910.6414.755518549348132.132.142.14387514106211.9310.9214.759.9812.5410.1910.3310.1810.6452.7766.9077.0559.9745.8574.5169.334948.6460.7670.1954.6042.0267.6762.9510.199.884.136.146.865.373.836.846.3833.8950.7857.6544.4131.6957.4952.3151012.212.111.912.112.111.912.29.9810.3312.012.112.11.931.901.901.911.911.911.911.991.991.991.991.991.991.9996.795.495.695.995.995.995.9工工地地密密度度(灌灌砂砂法法)试试验验记记录录编号:
试表14工程名称:
代表部位:
施工单位:
试验日期:
年月日9000482677434001.41241152092.1612.2技术负责人:
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