摘要
深12m的建筑基坑有近50%的周边发生倒坍,在采取技术措施后方得以遏制。痛定思痛,本文提出了改进深基坑支护的几点建议。
A collapse of about 50% perimeter of a building foundation pit, 12m in depth, was taking, place. By taking relevant measures, it was remedied. Based on such a bitter experience, this article makes some propositions about improvement of foundation pit bracing.
出处
《建筑施工》
1994年第4期41-44,共4页
Building Construction
关键词
深基坑
支护结构
倒塌
救治
foundation pit
bracing
collapse
remedy