| 挤密碎石桩抗液化性能分析 |
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| 引用本文： | 常俊,王谊.挤密碎石桩抗液化性能分析[J].黑龙江水专学报,2006,33(4):69-71. |
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| 作者姓名： | 常俊 王谊 |
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| 作者单位： | 河海大学,土木工程学院,南京,210098 |
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| 摘 要： | 给出了碎石桩处理可液化地基土孔隙水压力比计算公式,并结合工程实际,考虑径向排水及垂向排水条件下,对孔隙水压力比进行计算,结果表明,经碎石桩处理后可液化地基土完全消除液化.
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| 关 键 词： | 碎石桩 孔隙水压力比 液化 |
| 文章编号： | 1000-9833(2006)04-0069-03 |
| 收稿时间： | 09 5 2006 12:00AM |
| 修稿时间： | 2006年9月5日 |
Analysis of Broken Rock Pile Resisting Liquefaction |
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| CHANG Jun,WANG Yi.Analysis of Broken Rock Pile Resisting Liquefaction[J].Journal of Heilongjiang Hydraulic Engineering College,2006,33(4):69-71. |
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| Authors: | CHANG Jun WANG Yi |
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| Affiliation: | College of Civil Engineering, Hohai Univ., Nanjing 210098,China |
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| Abstract: | The calculating formula of treating liquefied soil foundation and pore water pressure ratio by broken rock pile is given in the paper.With a practical project, the ratio was calculated at the condition of the radial and vertical drainage.The result showed that the liquefied soil completely dispeled after the treatment of broken rock pile. |
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| Keywords: | broken rock pile pore water pressure ratio liquefaction |
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