回填土實(shí)驗(yàn)記錄

點(diǎn)八、、數(shù)日期本層回填面標(biāo)高虛土厚度(cm)取土深度(cm)濕容重(g/cm③)含水率(%)干容重(g/cm③)壓實(shí)系數(shù)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?取樣平面m7r1\(3?9?4?10?5?11?6?12?106m[7QQ施工單位(章)：技術(shù)負(fù)責(zé)人：2006年3月15日監(jiān)理單位(章)：監(jiān)理工程師：年月日回填材料：素上最大干容重：1.76g/奇工程名稱：中泰世紀(jì)花城三期工程地下車庫回填部位：車庫外墻回填土

點(diǎn)八、、數(shù)日期本層回填面標(biāo)高虛土厚度(cm)取土深度(cm)濕容重(g/cm③)含水率(%)干容重(g/cm③)壓實(shí)系數(shù)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?取樣平面m7\\5-6?7?8?9?10?11106m?12?y?J￡A?施工單位(章)：技術(shù)負(fù)責(zé)人：2006年3月8日監(jiān)理單位(章)：監(jiān)理工程師：2006年月日回填材料：素上最大干容重：1.76g/奇工程名稱：中泰世紀(jì)花城三期工程地下車庫回填部位：車庫外墻回填土回填部位：室］為素土回填最大干容重：1.76g/點(diǎn)八、、數(shù)日期本層回填面標(biāo)高虛土厚度(cc)取土深度(c)濕容重(g/cm③)含水率(%)干容重(g/cm③)壓實(shí)系數(shù)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取樣平面圖'm7?5?7?11?3-9-?6?8?12?4?13?14?1/(/106m34工程名稱：中泰世紀(jì)花城三期工程地下車庫回填材料：_素土施工單位(章)：監(jiān)理單位(章)：監(jiān)理:技術(shù)負(fù)責(zé)人:監(jiān)理:點(diǎn)八、、數(shù)日期本層回填面標(biāo)高虛土厚度(cm)取土深度(cm)濕容重(g/cm3)含水率(%)干容重(g/cm3)壓實(shí)系數(shù)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取樣平面圖(1-7)(2-jW—(3-1)L(2-F)(2-7)(2-8)施工單位(章):技術(shù)負(fù)責(zé)人：年月曰監(jiān)理單位(章)：監(jiān)理工程師：年月日工程名禰：中泰世紀(jì)花城三期工程13#樓回填部位：地下一層室內(nèi)素土回填回填材料：_素土最大干容重：1.76g/cm3監(jiān)理單位(章):監(jiān)理工程師:監(jiān)理單位(章):監(jiān)理工程師:點(diǎn)八、、數(shù)日期本層回填面標(biāo)高虛土厚度(cm)取土深度(cm)濕容重(g/cm③)含水率(%)干容重(g/cm③)壓實(shí)系數(shù)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工程名禰：中泰世紀(jì)花城三期工程11#樓回填材料:取樣平面圖素施工單位(章):技術(shù)負(fù)責(zé)人:

點(diǎn)八、、數(shù)日期本層回填面標(biāo)高虛土厚度(cm)取土深度(cm)濕容重(g/cm③)含水率(%)干容重(g/cm③)壓實(shí)系數(shù)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