摘要
文章分析了深基坑围护结构位移产生的原因,提出一种估算围护结构墙背上体沉陷的实用方法,并对控制围护结构变形及位移的措施提出了一些建议。
This article gives an analysis as the cause of the displacement of retaining Wall structure for deep foundation pit, and produces the practical way to estimate the settlement of the back soil bldy in retaining wall structure. In addition, it has put forward several suggestions in the way of the measures to control the deformation and displacement in retaining wall structure.
出处
《结构工程师》
1996年第1期37-41,共5页
Structural Engineers
关键词
深基坑
围护结构
土压力
位移
控制
deep foundation pit, retaining wall structure, earth prissure, diplacement