摘要
介绍了电厂补给水泵房深基坑支护工程中,成功地采用了高压旋喷桩作为止水帷幕,及土钉墙对边坡进行支护的复合体系,实践证明该支护体系效果良好.
This paper describes the composite system successfully using the high-pressure rotary jet grouting piles as waterproof curtain,and soil nailing wall as slope support in deep foundation pit support engineering of water supply pumping room in a power plant.Practice has proved that the support system is effective.
出处
《武汉大学学报(工学版)》
CAS
CSCD
北大核心
2009年第S1期356-358,共3页
Engineering Journal of Wuhan University
关键词
深基坑
支护
施工技术
deep foundation pit
support
construction technique