| 重力式码头水下挤密砂桩复合地基设计 |
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| 引用本文： | 顾祥奎,王晓晖.重力式码头水下挤密砂桩复合地基设计[J].水运工程,2011(11):227-231. |
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| 作者姓名： | 顾祥奎 王晓晖 |
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| 作者单位： | 中交第三航务工程勘察设计院有限公司,上海,200032 |
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| 摘 要： | 挤密砂桩加固软土所形成的复合地基具有较高的承载能力，因而使得在这种复合地基上建设重力式结构成为可能。以洋山深水港区东港池码头工程为背景，介绍了在水下挤密砂桩复合地基上建设重力式码头的设计技术。
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| 关 键 词： | 重力式码头 挤密砂桩 软土地基 复合地基 |
Design of composite foundation with sand compaction piles under gravity quay |
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| GU Xiang-kui,WANG Xiao-hui.Design of composite foundation with sand compaction piles under gravity quay[J].Port & Waterway Engineering,2011(11):227-231. |
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| Authors: | GU Xiang-kui WANG Xiao-hui |
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| Institution: | CCCC Third Harbor Engineering Investigation and Design Institute, Shanghai 200032, China |
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| Abstract: | The composite foundation with sand compaction piles possesses higher bearing capacity, which makes it possible to build the gravity structure on the composite foundation. On the background of the quay of
the east harbor basin in Yangshan deepwater port, this paper mainly introduces the design technologies about the gravity quay on the composite foundation with sand compaction piles, which may serve as a reference for similar engineering. |
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| Keywords: | gravity quay sand compaction piles soft ground composite foundation |
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