摘要
本文以南京地铁某车站地下深基坑工程降水设计方案为例,介绍深基坑承压水降水技术,稳定性验算和施工技术,以满足基坑底板稳定性的要求。
Based on the dewatering design scheme of deep foundation pit in underground engineering at some Nanjing Metro Station,the dewater technology of confined water,stability calculation and construction technology are introduced.It can satisfy the stability demands of base plate in foundation pit.
出处
《施工技术》
CAS
北大核心
2008年第S1期102-104,共3页
Construction Technology
关键词
地下工程
深基坑
降水设计
underground engineering
deep foundation pit
dewatering design
