摘要
对深11.60m的基坑,以地下连续墙作围护结构,采取冻结法帷幕封闭、坑底注浆加固、对支撑预加轴力和严密监测等措施,保证了基坑围护的安全。
For 11.60 m deep foundation pit with underground continuous wall as its enclosure structure, a lot of measures are taken to make pit enclosure safe, such as freezed curtain seal treatment, consolidation, by pit grouting, application of pre-axial-force to bracing and strict supervision.
出处
《建筑施工》
1995年第3期17-18,共2页
Building Construction
关键词
深基坑
地下连续墙
封闭
围护结构
工程施工
deep foundation pit
underground continuous wall
seal treatment
grouting
supervision