The Numerical Analysis of Influence on the Settlement of Adjacent Building Induced by the Deep Foundation Pit Excavation

被引:0
|
作者
Zhu Changzhi [1 ]
Zhang Zhiyu [1 ]
机构
[1] Agr Univ Hebei, Baoding 071001, Peoples R China
来源
CIVIL ENGINEERING IN CHINA - CURRENT PRACTICE AND RESEARCH REPORT | 2010年
关键词
foundation pit excavation and support; settlement of adjacent building; numerical analysis;
D O I
暂无
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
Based on an Engineering Example, a numerical analysis model was established by finite difference program, and the settlement of adjacent building was simulated by computer which was induced by the deep foundation pit excavation, and the Change Law and specific values of Settlement were obtained. The simulation result was consistent with the test results. It shows that the method of numerical analysis can be used to the settlement prediction of adjacent building in the process of the deep foundation pit excavation, and it will provide the basis for the design and construction of practice project.
引用
收藏
页码:26 / 29
页数:4
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