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超深基坑开挖施工技术
引用本文:夏铭.超深基坑开挖施工技术[J].国防交通工程与技术,2008,6(1):60-63.
作者姓名:夏铭
作者单位:中铁十一局集团一公司,湖北,襄樊,441004
摘    要:结合合武铁路武汉枢纽江岸特大桥实例,介绍扩大明挖与钢板桩围堰相结合的超深基坑开挖施工技术,并对钢板桩围护结构的设计进行理论分析,以确保超深基坑开挖施工安全,为类似工程提供有益借鉴。

关 键 词:超深基坑  扩大明挖  钢板桩围堰
文章编号:1672-3953(2008)01-0060-04
收稿时间:2007-11-17
修稿时间:2007年11月17

The Excavation Technique for Extra-deep Foundation Pits
XIA Ming.The Excavation Technique for Extra-deep Foundation Pits[J].Traffic Engineering and Technology for National Defence,2008,6(1):60-63.
Authors:XIA Ming
Institution:XIA Ming(The First Co. Ltd. of the 11th Bureau Group of the Railway Building Corporation of China,Xiangfan441004,China )
Abstract:With the Wuhan Pivotal Jiangan Mega Bridge of the He-Wu Railway as a practical example, the technique of expanded open cutting in combination with steel plate cofferdam for extra-deep foundation pits is presented in the paper, with the design of the steel plate inclosing structure theoretically analyzed to ensure the construction safety of the excavation of extra-deep foundation pits. It may serve as a useful reference for other similar projects.
Keywords:extra-deep foundation pit  expanded open cutting  steel plate pile cofferdam
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