摘要
基于对影响槽壁稳定主要因素的分析及对槽壁稳定常规计算方法的探讨,结合南京地铁某车站的工程实际,对连续墙成槽的槽壁稳定性进行计算,并与工程实际实施情况进行对比分析。
This paper evaluates the conventional methods for the stability of the slurry walls and the major factors that affect the slurry stability in the construction and operation. The slurry stability of a subway station in Nanjing Metro System was analyzed as a case history. The analytical results are compared with the observed results.
出处
《土工基础》
2014年第4期57-59,共3页
Soil Engineering and Foundation
关键词
地铁车站
地下连续墙
槽壁稳定性
Subway Stations Slurry Walls Stability of Slurry Walls