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围护体插入深度与刚度对基坑变形的影响
引用本文:施占新. 围护体插入深度与刚度对基坑变形的影响[J]. 施工技术, 2004, 33(10): 10-12
作者姓名:施占新
作者单位:东南大学,江苏,南京,210096
摘    要:采用有限元程序分析目前比较常见的较浅基坑开挖中的支护形式、桩体刚度、支撑刚度、支撑位置等对基坑变形性状的影响,得出较有意义的结论。

关 键 词:基坑开挖  变形  有限元
文章编号:1002-8498(2004)10-0010-03
修稿时间:2004-03-26

Influence of the Inserting Depth and Rigidity of Supporters on Deformation of Foundation Pit
SHI Zhan-xin. Influence of the Inserting Depth and Rigidity of Supporters on Deformation of Foundation Pit[J]. Construction Technology, 2004, 33(10): 10-12
Authors:SHI Zhan-xin
Abstract:In this article, the author uses the finite element method to analyze influences of some key points of common shallow foundation pit excavation such as support forms, rigidity of piles, stiffness of supporters, and position of supporters and so forth on deformation features of these pits, and gets some significative conclusion.
Keywords:foundation pit excavation  deformation  finite element
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