摘要
基坑工程的设计应该从强度控制设计向变形控制设计转变，才能满足日益严格的环境要求。同时，基坑工程的设计与施工紧密结合是基坑工程的必然趋势。本文强调基坑工程的设计参数应该通过现场反分析求得。
The design of foundation work shall be converted from strength\|control mode to deformation\|control mode in order to meet the increasingly strict environmental demands.Meanwhile,the close combination of design and construction is an inevitable trend for the foundation work.This paper emphasizes the design parameters in the foundation work due to be sought by reverse analysis on site.
出处
《施工技术》
CAS
北大核心
2000年第1期5-7,共3页
Construction Technology
关键词
基坑工程
变形控制设计
时空效应
土压力
反分析
underground construction
foundation pit excavation
deformation\|control design
time\|space effect
soil pressure
informationalized construction
reverse analysis
