摘要
武汉市大智路商住楼基坑支护采用排桩和钢筋混凝土内支撑体系,控制了基坑变形;采用侧壁水泥土搅拌桩非落地帷幕和中深井降低地下水位,减少了降水对周边建筑物的沉降影响。
In a commercial and residential building project located on Dazhi road, Wuhan City, rowed piles and reinforced concrete internal supporting system are adopted in the foundation pit to control deformation of the foundation pit; groundwater level is reduced by adopting side wall soil-cement piles, non-ground curtain and medium and deep well, which obviously alleviates sedimentation impact of precipitation on surrounding buildings.
出处
《建筑技术》
北大核心
2009年第2期105-109,共5页
Architecture Technology
关键词
基坑工程
排桩
非落地式帷幕
foundation pit project
rowed piles
non-ground curtain
