摘要
分析了基坑开挖后无支护计算及模拟情况,根据工程的实际情况,介绍了基坑开挖后组合支护工程的设计及计算,并利用有限元分析软件ANSYS进行了变形模拟,得出了一些结论。
It analyzes calculation of no-support after digging and its simulation, and introduces design and calculation of composite support according to practical condition of engineering, simulates its deformation applying for ANSYS and obtains .some conclusion.
出处
《山西建筑》
2006年第6期89-90,共2页
Shanxi Architecture
关键词
组合支护
基坑开挖
深层搅拌桩
composite support, digging foundation pit, deep mixing pile
