摘要
指出了传统方法评价基坑稳定性的不足,将可靠性分析引入到基坑工程设计中,并探讨了提高深基坑支护结构设计可靠度的新概念。
This paper points out shortcomings of the conventional method designed to evaluate the stability of excavation,applies the reliability analysis to excavation engineering and further explores the new concept of promoting retaining structure designing reliability.
出处
《安徽水利水电职业技术学院学报》
2010年第2期7-8,共2页
Journal of Anhui Technical College of Water Resources and Hydroelectric Power
关键词
深基坑
支护结构
可靠度
deep excavation
retaining structure
reliability
