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。
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.
出处
《施工技术》
CAS
北大核心
2004年第10期10-12,共3页
Construction Technology
关键词
基坑开挖
变形
有限元
foundation pit excavation
deformation
finite element
