摘要
针对武汉市汉口地区工程地质与水文地质的特殊性,指出在深基础基坑工程中传统的开挖支护方法所存在的问题,提出了一种既能抵抗高承压水,又能隔渗、挡土的深基坑壳体支护,并简述其工作机理.
In this paper,the author points out some problems existing in the currently used methods that caused collapse of many projects,and represents a new underground waterproof supporting structure,for deep foundation pit.
出处
《武汉城市建设学院学报》
1996年第3期28-32,共5页
Journal of Wuhan Urban Construction Institute
关键词
深基坑
支护
壳体
地下水
防水
隔渗
supporting of deep foundation pit
shell
underground water
water prevention and leakage isolation