| 人工成孔夯实碎石桩复合地基承载力分析 |
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| 引用本文： | 王清秋,王海燕.人工成孔夯实碎石桩复合地基承载力分析[J].山西建筑,2006,32(1):115-116. |
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| 作者姓名： | 王清秋 王海燕 |
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| 作者单位： | 河北工程学院 |
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| 摘 要： | 依据工程实例，分析了人工成孔夯实碎石桩加固天然地基的P—s，s—lgt曲线，得出了不同桩间距对加固天然地基的复合地基承载力的影响效果，总结了人工成孔夯实碎石桩的应用优点。
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| 关 键 词： | 人工成孔夯实碎石桩 沉降量 置换率 |
| 文章编号： | 1009-6825（2006）01-0115-02 |
| 收稿时间： | 2005-09-12 |
| 修稿时间： | 2005年9月12日 |
Analysis on bearing capacity of compound foundation of manual pore-forming compaction macadam pile |
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| WANG Qing-qiu,WANG Hai-yan.Analysis on bearing capacity of compound foundation of manual pore-forming compaction macadam pile[J].Shanxi Architecture,2006,32(1):115-116. |
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| Authors: | WANG Qing-qiu WANG Hai-yan |
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| Affiliation: | WANG Qing-qiu WANG Hai-yan |
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| Abstract: | According to specific engineering, it analyzes P-s, s-lgt curve applying for manual pore-forming compaction macadam pile strengthening natural foundation, obtains effect of different distance to bearing capacity of compound foundation, and summarizes merits of manual pore-forming compaction macadam pile. |
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| Keywords: | manual pore-forming compaction macadam pile sedimentation substitution ratio |
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