| 软弱淤泥质土沉井的桩基保护 |
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| 引用本文： | 范振鹏,李建平,陈书平. 软弱淤泥质土沉井的桩基保护[J]. 水运工程, 2006, 0(9): 91-94 |
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| 作者姓名： | 范振鹏 李建平 陈书平 |
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| 作者单位： | 浙江华能玉环电厂,浙江,玉环,317604 |
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| 摘 要： | 对于淤泥质土体,尤其对地质条件复杂、承载力较小的地段沉井施工,如何进行桩基保护,一直是个难题,但通过对下沉方式的科学分析和选择,加强事先预判和过程控制,会取得不错的效果。
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| 关 键 词： | 软弱土层 大型沉井 排水下沉 桩基保护 |
| 文章编号： | 1002-4972（2006）09-0091-04 |
| 收稿时间： | 2006-05-08 |
| 修稿时间： | 2006-07-25 |
Pile Foundation Protection During Construction of Open Caisson in Weak Silty Soil |
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| FAN Zhen-peng,LI Jian-ping,CHEN Shu-ping. Pile Foundation Protection During Construction of Open Caisson in Weak Silty Soil[J]. Port & Waterway Engineering, 2006, 0(9): 91-94 |
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| Authors: | FAN Zhen-peng LI Jian-ping CHEN Shu-ping |
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| Affiliation: | Zhejiang Huaneng Yuhuan Power Plant, Yuhuan 317604, China |
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| Abstract: | Pile foundation protection during construction of open caisson in silty soil,esp.in area of complicated geologic condition and less bearing capacity is always a difficult problem.Based on scientific analysis and selection of sinking modes and through pre-judgement before sinking and process control,satisfactory results were achieved. |
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| Keywords: | weak soil layer large open caisson sinking through drainage pile foundation protection |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
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