| 岸坡土体变形对天津港高桩码头的危害 |
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| 引用本文： | 张强,刘现鹏,刘娜. 岸坡土体变形对天津港高桩码头的危害[J]. 水道港口, 2005, 26(4): 241-243 |
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| 作者姓名： | 张强 刘现鹏 刘娜 |
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| 作者单位： | 交通部天津水运工程科学研究所,天津,300456;天津港港务设施管理中心,天津,300456 |
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| 摘 要： | 总结了天津港高桩码头由于岸坡土体变形造成破损的型式、破损程度和分布规律,分析了岸坡土体变形引起码头基桩变位的破损机理,提出了岸坡土体变形引起码头基桩变位破损的防治对策。
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| 关 键 词： | 岸坡土体 变形 高桩码头 |
| 文章编号： | 1005-8443（2005）04-0241-03 |
| 收稿时间： | 2005-03-16 |
| 修稿时间： | 2005-03-16 |
Damage from bank soil deformation to high-pile wharf |
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| ZHANG Qiang,LIU Xian-peng,LIU Na. Damage from bank soil deformation to high-pile wharf[J]. Journal of Waterway and Harbour, 2005, 26(4): 241-243 |
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| Authors: | ZHANG Qiang LIU Xian-peng LIU Na |
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| Affiliation: | 1. Tianjin Research Institute of Water Transport Engineering,Tianjin 300456, China; 2. Tianjin Port Authority, Tianjin 300456, China |
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| Abstract: | The grade, type and distribution rule of the failure caused by bank soil deformation of high-pile wharf of Tianjin Port are summarized. From analyzing the failure mechanism of foundation pile displacement caused by bank soil distortion, the preventive measures of the failure are presented. |
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| Keywords: | bank soil deformation high-pile wharf |
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