压实系数评定表.doc

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1、压实系数评定表工程名称：璟都苑小区8#楼工程部位:砂石垫层土质类别：部位层次干密度最大干密度设计压实系数实际压实系数砂石垫层8-20~8-35/1-B~1-G第一步1.872.030.900.90砂石垫层1-B~1-C/8-1~8-10第四步1.892.030.900.93砂石垫层8-10~8-25/1-C~1-J第四步1.952.030.900.96砂石垫层8-25~8-37/1-J~1-N第四步1.912.030.900.94砂石垫层8-1~8-10/1-B~1-D第五步1.902.030.900.94砂石垫层8-10~8-25/1-D~1-J

2、第五步1.922.030.900.95砂石垫层8-25~8-37/1-J~21-N第五步1.902.030.900.94压实系数评定表工程名称：璟都苑小区8#楼工程部位:泥结石垫层土质类别：部位层次干密度最大干密度设计压实系数实际压实系数泥结石垫层8-1~8-10/1-B~1-G第二步1.651.790.900.92泥结石垫层8-10~8-20/1-G~1-N第二步1.621.790.900.91泥结石垫层8-20~8-37/1-K~1-F第二步1.621.790.900.91泥结石垫层8-1~8-10/1-B~1-G第三步1.621.790.90

3、0.91泥结石垫层8-10~8-20/1-G~1-J第三步1.621.790.900.91泥结石垫层8-20~8-37/1-J~1-N第三步1.651.790.900.92压实系数评定表工程名称：璟都苑小区8#楼工程部位:回填土土质类别：素土部位层次干密度最大干密度设计压实系数实际压实系数30/H轴-1.000m第一步1.741.770.940.9830/H轴-0.750m第二步1.731.770.940.9830/H轴-0.500m第三步1.661.770.940.9430/H轴-0.250m第四步1.651.770.940.9330/H轴±0.

4、000m第五步1.601.770.940.904/L轴-1.000m第一步1.651.770.940.934/L轴-0.750m第二步1.631.770.940.924/L轴-0.500m第三步1.611.770.940.914/L轴-0.250m第四步1.741.770.940.984/L轴±0.000m第五步1.641.770.940.9331/D轴-1.000m第一步1.591.770.940.9031/D轴-0.750m第二步1.571.770.940.8931/D轴-0.500m第三步1.591.770.940.9031/D轴-0.250

5、m第四步1.661.770.940.9431/D轴±0.000m第五步1.671.770.940.94西立面-3.000m第一步1.661.770.940.94西立面-2.750m第二步1.741.770.940.98西立面-2.500m第三步1.761.730.940.99西立面-2.250m第四步1.641.770.940.93西立面-1.750m第五步1.691.650.940.95西立面-1.500m第六步1.671.770.940.94西立面-1.250m第七步1.621.770.940.92西立面-1.000m第八步1.721.770.

6、940.97西立面-0.750m第九步1.601.770.940.90西立面-0.500m第十步1.711.770.940.97压实系数评定表工程名称：璟都苑小区8#楼工程部位:回填土土质类别：素土部位层次干密度最大干密度设计压实系数实际压实系数西立面-0.250m第十一步1.591.770.940.90西立面0.000m第十二步1.681.770.940.95东立面-3.000m第一步1.761.770.940.99东立面-2.750m第二步1.701.770.940.96东立面-2.500m第三步1.601.770.940.90东立面-2.25

7、0m第四步1.641.770.940.93东立面-2.000m第五步1.621.770.940.92东立面-1.750m第六步1.641.770.940.93东立面-1.500m第七步1.661.770.940.94东立面-1.250m第八步1.671.770.940.94东立面-1.000m第九步1.661.770.940.94东立面-0.750m第十步1.671.770.940.94东立面-0.500m第十一步1.661.770.940.94东立面-0.250m第十二步1.591.770.940.90东立面-0.000m第十三步1.571.77

8、0.940.89压实系数评定表工程名称：璟都苑小区17#楼土质类别：回填土部位层次干密度度最大干密度设计压实系数实际压实系