摘要
工程背靠象岗山 ,劈山而建 ,支护桩悬臂最长达 2 5 .5m ,周边紧邻建筑物 ,基坑支护采用人工挖孔桩—锚杆加设内衬墙形成—锚杆体系。本文介绍了该工程基坑支护的设计及施工实践。
A project is built on an open cut of a hill.Its longest unsupported length up to 25.5m,Buildings are close to the site.Man dug piles are used for bracing work to make up an anchose system.The installation and design work for the bracing is described in this paper.
出处
《土工基础》
2002年第1期21-23,27,共4页
Soil Engineering and Foundation
