摘要
简述了深基坑支护的结构类型,并运用二维弹塑性有限元法分析了基坑开挖及支护对周边环境的影响,对基坑开挖及支护有一定的指导作用。
Retaining structure of deep excavation work is briefly introduced. Utilizing two-dimensional elastic-plastic finite dement method the impacts of deep excavation works on surrounding environment are analyzed, which has a certain instruction value for similar works.
出处
《山西建筑》
2007年第2期107-108,共2页
Shanxi Architecture
关键词
基坑开挖
支护结构
弹塑性有限元
foundation pit, retaining structure, elastic-plastic finite dement method
