土工击实击实试验计算表格(1)

施工单位:中铁十九局集团有限公司试样名称:风化山砂取样位置:太平山取土场筒 号:1#落 距:45cm试验次数筒+湿土质量试验单位:中铁十九局集团有限公司鸡讷公路C6标中心试验室试样编号:试验前含水量%:1.2筒容积(cm):2177每层击数:98击锤重（Kg）:4.5101205238852.252.0283.2979.2822.84.0156.487.16.83482.3677.4922.1.8755.348..04783.0677.9722.5.0955.339.23680.8174.8723.225.9451.6511.511.6101155238802.242.014182.1975.9622.716.2353.2511.73984.4677.5722.6..6812.613.0备注：100555238202.211.9881.0774.0621.757.0152.3113.43gggg/cm3g/cm397555235202.081.97403376.4373.22.842.50.705.75.53582.7179.7022.913.0156.795.399305236952.162.0285.2181.4423.443.7758.006.5干密度筒质量湿土质量湿密度干密度盒号盒+湿土质量盒+干土质量ggggg%%含水量盒质量水质量干土质量含水量平均含水量2.12.052击实曲线ρd=2.06(g/cm3)

1.951.91.851.8357911131517ω0=9.0% 试验： 计算： 复核： 试验日期： 4881.0774.0621.757.0152.3113.4d=2.06(g/cm3)0=9.0%