细粒土击实试验自动计算

1、击击实实试试验验报报告告委托单位:报告编号：工程名称:试验编号：取样位置:试验日期：使用部位:报告日期：落距mm305每层击数3层/25击击锤重kg2.5大于5mm颗粒含量%0试验结果干密度试验次数12345筒+湿试样总质量（g）筒质量（g）22622262226222622262湿试样质量（g）-2262-2262-2262-2262-2262湿密度（g/cm3）1.891.982.032.032.04含水量盒号2616393127192815135盒+湿试样总质量（g） 45.4738.4850.2649.4843.8641.4545.5851.7438.5546.93盒+干试样总质量（g

2、） 42.1536.2845.8745.4840.2538.2541.2146.3835.4542.29盒质量（g）21.7522.9621.8523.5222.1922.6221.7121.8922.3723.18水质量（g）3.322.204.394.003.613.204.375.363.104.64干试样质量（g）20.4013.3224.0221.9618.0615.6319.5024.4913.0819.11含水率（%）16.316.518.318.220.020.522.421.923.724.3平均含水率（%）16.418.320.322.224.1干密度（g/cm3）1.62

3、1.671.691.661.64击实曲线最优含水率（%）20.3最大干密度（g/cm3）1.69 检测评定依据： 备注：SL237-1999土工试验规程土样为原状土试验：校核：审批：单位（章）：25.0 23.0 21.0 19.0 17.0 15.0 1.58 1.60 1.62 1.64 1.66 1.68 1.70 1.72 编号质量(g)122.37222.94322.33421.74522.96622.85721.62823.38923.31022.141123.211221.621323.291422.121521.891622.961722.241824.111922.62202

4、1.52121.682222.242322.362422.192522.442621.752722.192821.712923.243022.33123.523222.253322.843422.13523.183621.983721.53821.873921.854021.980.338737260.644204160.027532390.207661310.324118270.614287190.251271280.667063150.99548410.114578350.92402630.191878320.85555170.019479400.451432220.72963120.509417200.68191140.148597330.622888170.428278240.82134990.617569180.146408340.760565110.85651960.96072820.459239210.378442250.790071100.8768550.028038380.105