土的密度试验（环刀法）记录表
工程名称 / 合同号 / 编号 / . 试表7-8任务单号/试验环境温度： 19℃ 湿度: 50%试验日期2011.03.04试验设备环刀、电子天平、烘箱等试验规程GB/T50123-1999试验人员评定标准/复核人员施工单位现场桩号设计灰剂量: 0 %//最大干密度:工程部位试样描述墙后回填素土最佳含水量: 18.4%1.61g/cm3压实度标准: 90 %石灰剂量测定方法: /结构层次:NO.01测点桩号K+850K+900///环刀号51191//////200200200200//////环刀容积（cm3）环刀质量（g）171.7171.7171.3174.8//////土+环刀质量（g）522.8524.1523.2526.3//////湿土质量（g）351.1352.4351.9351.5//////31.761.761.761.76//////湿密度（g/cm）盒号15184273311326///////////含34.3034.7034.4633.7734.2832.8235.1335.44盒质量（g）////////////水盒+湿土质量（g）90.85.55.0492.6092.60.02.4591.85////////////量盒+干土质量（g）81.2380.4579.8382.6382.5679.4680.1782.33////////////测20.519.920.320.420.820.520.620.3含水量（%）////////////定平均含水量（%）20.220.420.620.4//////1.461.461.461.46//////干密度（g/cm3）3）1.461.46///平均干密度（g/cm3///90.790.7压实度（g/cm）压实度标准极值要求检测点数合格点数小于极值点数单点合格率(%)代表值(%)标准差////////////////////////////变异系数(%)///////////90%/220100///结论：依据GB/T50123-1999检测，该段回填土所检压实度指标符合设计要求。预估含水量18.6
预估干密度
环刀是否重
了
97#N/A
1.533
盒号是否重了盒号12345671011121314151617181920212223242526盒质量32.8235.1533.0634.4634.4937.2535.3234.1134.5237.5635.0433.35.1338.3134.3034.8033.1434.7032.9234.1034.9235.3632.0534.8334.3835.44#N/A
272829303132333435363738394041424344454748495051525354555633.7733.8034.2333.5432.7436.1434.2835.1934.9632.8332.4132.9632.0032.7433.2033.5033.6334.1634.7135.1834.8134.9934.5933.8234.9435.0335.0135.5734.1437.42575859606162636566676869707172737475767778798081828384858633.9135.0537.0034.3635.4536.1534.1835.2736.1238.2334.7538.1436.9435.6735.4534.6735.2536.1834.36.5435.2636.2134.34.8235.7536.2737.1838.1136.35.79878091929394959634.4736.5436.1235.7136.2634.9536.4535.0334.1835.37环刀号环刀质量1174.82172.93175.34173.25171.76174.17170.98174.69171.310174.611171.712175.2
