| 土工织物加固后防波堤软基破坏机理实验研究 |
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| 引用本文： | 燕太祥.土工织物加固后防波堤软基破坏机理实验研究[J].水运工程,2006(10):199-205. |
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| 作者姓名： | 燕太祥 |
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| 作者单位： | 中交水运规划设计院,北京,100007 |
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| 基金项目： | 交通部跨世纪优秀专业技术人才培养资助项目 |
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| 摘 要： | 结合黄骅港一期工程防波堤工程实例,对经土工织物加固后防波堤的破坏机理进行了实验研究,并在此基础上提出一种与现行规范不同的地基极限平衡的分析方法——滑块平衡法。
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| 关 键 词： | 土工织物 软基 破坏机理 |
| 文章编号： | 1002-4972（2006）10-0199-07 |
| 收稿时间： | 2006-09-20 |
| 修稿时间： | 2006年9月20日 |
Test and Study on Failure Mechanism of Soft Ground under Breakwater Already Improved by Geotextiles |
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| YAN Tai-xiang.Test and Study on Failure Mechanism of Soft Ground under Breakwater Already Improved by Geotextiles[J].Port & Waterway Engineering,2006(10):199-205. |
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| Authors: | YAN Tai-xiang |
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| Abstract: | Combining the breakwater engineering of Huanghua Port Phase I Project,this paper carried out a test and study on the failure mechanism of soft ground under breakwater already improved by geotextiles,based on which,slide block balancing method,a ground limit balancing analyzing method different from that stipulated in current codes,is proposed. |
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| Keywords: | geotextile weak ground failure mechanism |
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