| 对CFG桩复合地基后期处理的研究 |
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| 引用本文： | 秦国君,郑华茂,翟振威.对CFG桩复合地基后期处理的研究[J].山西建筑,2007,33(4):92-93. |
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| 作者姓名： | 秦国君 郑华茂 翟振威 |
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| 作者单位： | 1. 河南工业大学土木建筑学院,河南郑州 450052
2. 河南交通职业技术学院道桥系,河南郑州 450000 |
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| 摘 要： | 分析了CFG桩复合地基的工作机理及破坏形式,结合工程实例,根据CFG单桩复合地基的静载实验,介绍了复合地基的后期处理方法,以提高地基承载力,减少地基的沉降。
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| 关 键 词： | 复合地基 静载试验 沉降量 |
| 文章编号： | 1009-6825(2007)04-0092-02 |
| 修稿时间： | 2006-07-24 |
Study on post-treatment of CFG pile composite foundation |
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| QIN Guo-jun,ZHENG Hua-mao,ZHAI Zhen-wei.Study on post-treatment of CFG pile composite foundation[J].Shanxi Architecture,2007,33(4):92-93. |
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| Authors: | QIN Guo-jun ZHENG Hua-mao ZHAI Zhen-wei |
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| Affiliation: | QIN Guo-jun ZHENG Hua-mao ZHAI Zhen-wei |
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| Abstract: | The working mechanism and failure mode of CFG pile composite foundation are analyzed in this paper.Combined with practical engineering and according to static test of CFG single-pile composite foundation,it introduces post-treatment method of composite foundation,in order to increase bearing capacity of foundation and to reduce its settlement. |
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| Keywords: | composite foundation static test settling volume |
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