摘要
本文结合上海深大基坑丰富的实测资料,对传统的计算理论进行了改进,提出了考虑施工工况的软土地区深基坑围护结构计算方法,使之更具工程价值。并针对上海地铁沿线的深大基坑进行实例计算与分析。
In this paper, a computation method for retaining structure of deep excavation in soft soil considering construction steps is put forward. Case study is carried out for deep excavations along Shanghai Metro Line.
出处
《结构工程师》
2003年第2期41-45,共5页
Structural Engineers
关键词
软土地区
深基坑
围护结构
计算
基坑
开挖
soft soil, deep excavation, computation method, construction steps
