| 强夯法加固复杂地基土的试验研究 |
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| 引用本文： | 黄锦雄. 强夯法加固复杂地基土的试验研究[J]. 水运工程, 2005, 0(9): 106-109 |
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| 作者姓名： | 黄锦雄 |
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| 作者单位： | 广州四航工程技术研究院,广东,广州,510230 |
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| 摘 要： | 结合蛇口集装箱码头二期工程强夯试验区现场试验成果,分析在夯击过程中周围土体的变形特征、以及超孔隙水压力随距离、深度、时间的变化关系,并对试验区加固效果进行分析,修正设计施工参数,指导大面积的强夯施工。
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| 关 键 词： | 强夯试验 土体变形 孔隙水压力 效果分析 施工参数 |
| 文章编号： | 1002-4972（2005）09-0106-04 |
| 收稿时间： | 2005-06-06 |
| 修稿时间： | 2005-06-06 |
Experimental Research on Dynamic Consolidation of Complex Foundation |
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| HUANG Jin-xiong. Experimental Research on Dynamic Consolidation of Complex Foundation[J]. Port & Waterway Engineering, 2005, 0(9): 106-109 |
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| Authors: | HUANG Jin-xiong |
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| Affiliation: | Guangzhou Sihang Institute of Engineering Technology, Guangzhou 510230, China |
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| Abstract: | Based on the Experimental results of dynamic consolidation of complex foundation in phase II construction engineering of Shekou Container Terminal, this paper analyzes the deformation of surrounding soil in the course of dynamic consolidation, and discusses the variation relation between the pore water pressure and distance, depth and time. The consodiation effect of the test area, consolidation is analyzed and the design and construction parameters are corrected, which can direct large- area construction. |
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| Keywords: | dynamic consolidation testing soil deformation pore water pressure effect analysis construction parameter |
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