摘要
重庆轨道交通6号线五里车店为明挖站,基坑开挖深度大,地质条件差,周围环境比较复杂。就复杂地质条件下采取合理的基坑支护方式进行研究,评估基坑开挖引起的地表沉降、支护结构的应力应变以及对周围构筑物的影响。
Wulidian station in Chongqing Rail Transit Line 6 is an open-cut metro station with deep foundation pit, poor geological conditions and complex surrounding environment. In this paper, the reasonable supporting method under complex geological conditions is studied. The surface settlement caused by foundation excavation, the stressstrain of supporting structure, as well as their effects on surrounding buildings are also evaluated.
出处
《现代城市轨道交通》
2010年第3期45-48,103,共4页
Modern Urban Transit
