摘要
对上海某基坑水泥土墙围护位移过大,导致邻近工程桩移位的原因进行分析,提出相应的处理方法,有效控制了事故的进一步发展,对基坑施工安全提出了一些建议。
The main reason for over-distorted supporting structure leading to the neighbor project piles shifting is discussed in this paper, corresponding treatment methods are given to control the displacement. Some advices for construction safety of foundation pit are given for conclusion.
出处
《施工技术》
CAS
北大核心
2007年第8期15-16,42,共3页
Construction Technology
关键词
基坑
水泥土墙
事故处理
安全监测
foundation pit
cement-soil mixed wall
accident treatment
safety monitoring
