| 强夯法施工与控制 |
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| 引用本文： | 刘强.强夯法施工与控制[J].交通科技与经济,2008,10(4):17-18. |
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| 作者姓名： | 刘强 |
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| 作者单位： | 江苏华宁交通工程咨询监理公司,江苏,华宁,211100 |
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| 摘 要： | 强夯法适用于处理碎石土、砂土及低饱和度的粉土与黏性土、湿陷性黄土、杂填土和素填土等地基。对高饱和度的粉土与黏性土等地基，应采用在夯坑内回填块石、碎石或其他粗颗粒材料进行强夯置换，并通过现场试验确定其适用性。结合工程实践，对强夯法施工中地基处理及质量检测控制进行了探讨，对强夯法的施工要求、方法及检验进行了分析。
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| 关 键 词： | 强夯法 地基处理 施工 质量检测 |
The Investigation of the Ramming Construction and Control |
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| LIU Qiang.The Investigation of the Ramming Construction and Control[J].Technology & Economy in Areas of Communications,2008,10(4):17-18. |
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| Authors: | LIU Qiang |
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| Institution: | LIU Qiang (Jiangsu Huanin Traffic Engineering Counseling Supervising Corporation, Huaning 211100, Jiangsu, China) |
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| Abstract: | The ramming is adequate for dealing with the substructure of gravelly soil,sandy clay,silt,euplastic soil,wet yellow ocher and filler sand.When we use the stones or sands to ram,try to exchange and change the substructure,we should do an experiment of the field environmental condition.The penman takes live instances to investigate the ramming in the construction substructure dealing and the quality monitoring. |
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| Keywords: | ramming substructure dealing construction quality monitoring |
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