摘要
通过对某大厦深基坑边坡失稳事故原因的分析,介绍了粉喷桩、锚拉钢管桩补救设计施工技术及效果。
Through the analysis of the reasons for the slope destabilization event at the deep foundation pit of a large building , the remedial design and working technique and results by using powder-jetting pile and bolt-drawn steel-pile are introduced .
出处
《水文地质工程地质》
CAS
CSCD
1997年第6期51-52,共2页
Hydrogeology & Engineering Geology
关键词
管桩
深基础
边坡
滑塌
锚拉钢管桩
补救技术
destabilization of deep foundation pit , water stopping , bolt , steel-pipe pile