摘要
采用有限元软件ANSYS程序对基坑开挖进行数值模拟,以土钉墙为例得出每步开挖的土体位移变形图,得出该方法在深基坑支护设计应用中有很强的实用性、可靠性和经济性,对基坑设计及工程施工起到了很好的指导作用。
This paper analyzes the deformation of soil displacement map as soil nail wall by ANSYS finite element software program, as a result, the method of deep foundation pit design applications have a strong emphasis on practicality, reliability and economy, and have very good guide for pit design and construction.
出处
《山西建筑》
2011年第33期92-93,共2页
Shanxi Architecture
关键词
深基坑
土钉支护
ANSYS
数值模拟
deep foundation pit, soil nailing support, ANSYS, numerical simulations
