回填土实验记录

点八、、数日期本层回填面标高虚土厚度(cm)取土深度(cm)湿容重(g/cm③)含水率(%)干容重(g/cm③)压实系数12006.3.15+3.40m257.82.0217.61.720.9822006.3.15+3.40m259.52.0317.01.730.9832006.3.15+3.40m259.02.0417.31.740.9942006.3.15+3.40m258.72.0116.21.730.9852006.3.15+3.40m2510.52.0317.51.730.9862006.3.15+3.40m2510.52.0317.51.730.9872006.3.15+3.40m259.82.0116.91.720.9882006.3.15+3.40m259.82.0317.71.720.9892006.3.15+3.40m258.42.0417.01.740.99102006.3.15+3.40m259.82.0317.71.720.98112006.3.15+3.40m258.02.0116.81.720.98122006.3.15+3.40m257.52.0217.21.720.981•7•2•8•取样平面m7r1\(3•9•4•10•5•11•6•12•106m[7QQ施工单位(章)：技术负责人：2006年3月15日监理单位(章)：监理工程师：年月日回填材料：素上最大干容重：1.76g/奇工程名称：中泰世纪花城三期工程地下车库回填部位：车库外墙回填土

点八、、数日期本层回填面标高虚土厚度(cm)取土深度(cm)湿容重(g/cm③)含水率(%)干容重(g/cm③)压实系数12006.3.8-1.15208.72.0417.41.740.9922006.3.8-1.152010.12.0316.51.740.9932006.3.8-1.15207.82.0217.61.720.9842006.3.8-1.15209.52.0317.01.730.9852006.3.8-1.15209.02.0417.31.740.9962006.3.8-1.15208.72.0116.21.730.9872006.3.8-1.152010.52.0317.51.730.9882006.3.8-1.15209.02.0016.31.720.9892006.3.8-1.152010.82.0318.01.720.98102006.3.8-1.15208.02.0116.81.720.98112006.3.8-1.15208.42.0417.01.740.99122006.3.8-1.15209.82.0317.71.720.98132006.3.8-1.15207.52.0217.21.720.98142006.3.8-1.152010.62.0116.91.720.98152006.3.8-1.15209.02.0318.01.720.98162006.3.8-1.15208.22.0216.91.730.98\1•2•34•取样平面m7\\5-6•7•8•9•10•11106m•12•y©J£A©施工单位(章)：技术负责人：2006年3月8日监理单位(章)：监理工程师：2006年月日回填材料：素上最大干容重：1.76g/奇工程名称：中泰世纪花城三期工程地下车库回填部位：车库外墙回填土回填部位：室］为素土回填最大干容重：1.76g/点八、、数日期本层回填面标高虚土厚度(cc)取土深度(c)湿容重(g/cm③)含水率(%)干容重(g/cm③)压实系数106.3.10-0.40m209.02.0016.31.720.98206.3.10-0.40m2010.82.0318.01.720.98306.3.10-0.40m208.02.0116.81.720.98406.3.10-0.40m208.42.0417.01.740.99506.3.10-0.40m209.82.0317.71.720.98606.3.10-0.40m207.52.0217.21.720.98706.3.10-0.40m2010.62.0116.91.720.98806.3.10-0.40m209.02.0318.01.720.98906.3.10-0.40m208.22.0216.91.730.981006.3.10-0.40m208.82.0116.81.720.981106.3.10-0.40m208.02.0417.01.740.991206.3.10-0.40m209.82.0317.71.720.981306.3.10-0.40m208.42.0417.01.740.991406.3.10-0.40m209.82.0317.71.720.98取样平面图'm7•5•7•11•3-9-•6•8•12•4•13•14•1/(/106m34工程名称：中泰世纪花城三期工程地下车库回填材料：_素土施工单位(章)：监理单位(章)：监理:技术负责人:监理:点八、、数日期本层回填面标高虚土厚度(cm)取土深度(cm)湿容重(g/cm3)含水率(%)干容重(g/cm3)压实系数106.5.2-5.90m259.72.0417.01.740.99206.5.2-5.90m2510.52.0417.01.740.99306.5.2-5.90m259.82.0317.71.720.98406.5.2-5.90m259.02.0318.01.720.98506.5.2-5.90m2510.52.0216.91.730.98606.5.2-5.90m259.72.0116.81.720.98706.5.2-5.90m2510.02.0417.01.740.99806.5.2-5.90m259.72.0116.81.720.98906.5.2-5.90m2510.72.0417.01.740.991006.5.2-5.90m259.82.0317.71.720.98取样平面图(1-7)(2-jW—(3-1)L(2-F)(2-7)(2-8)施工单位(章):技术负责人：年月曰监理单位(章)：监理工程师：年月日工程名祢：中泰世纪花城三期工程13#楼回填部位：地下一层室内素土回填回填材料：_素土最大干容重：1.76g/cm3监理单位(章):监理工程师:监理单位(章):监理工程师:点八、、数日期本层回填面标高虚土厚度(cm)取土深度(cm)湿容重(g/cm③)含水率(%)干容重(g/cm③)压实系数106.5.2-3.00m2510.12.0316.51.740.99206.5.2-3.00m257.82.0217.61.720.98306.5.2-3.00m259.52.0317.01.730.98406.5.2-3.00m259.02.0417.31.740.99506.5.2-3.00m258.72.0116.21.730.98606.5.2-3.00m2510.52.0317.51.730.98706.5.2-3.00m259.02.0016.31.720.98806.5.2-3.00m2510.82.0318.01.720.98906.5.2-3.00m258.02.0116.81.720.981006.5.2-3.00m258.42.0417.01.740.991106.5.2-3.00m259.82.0317.71.720.981206.5.2-3.00m258.52.0217.21.720.981306.5.2-3.00m2510.62.0116.91.720.981406.5.2-3.00m259.02.0318.01.720.98工程名祢：中泰世纪花城三期工程11#楼回填材料:取样平面图素施工单位(章):技术负责人:

点八、、数日期本层回填面标高虚土厚度(cm)取土深度(cm)湿容重(g/cm③)含水率(%)干容重(g/cm③)压实系数106.4.29-2.70m259.02.0016.31.720.98206.4.29-2.70m2510.82.0318.01.720.98306.4.29-2.70m258.02.0116.81.720.98406.4.29-2.70m258.42.0417.01.740.99506.4.29-2.70m259.82.0317.71.720.98606.4.29-2.70m257.52.0217.21.720.98706.4.29-2.70m2510.62.0116.91.720.98806.4.29-2.70m259.02.0318.01.720.98906.4.29-2.70m258.22.0216.91.730.981006.4.29-2.70m258.82.0116.81.720.981106.4.29-2.70m25