摘要
太仓市文化艺术中心项目基坑开挖最大深度为14.1 m。浅基坑采用土钉墙支护,深基坑采用钻孔灌注桩加一道混凝土支撑,在灌注桩外侧施工一排旋喷桩作为防渗止水帷幕,基底采用深井降水。结果表明,该围护设计及施工安全、经济。
The maximized excavation depth of foundation pit is 14.1 m in the project of Culture and Art Center in Taicang city. Shal ow foundation pit applied soil nailing wal , and deep foundation pit applied the bored pile and a concrete support, and outside the bored piles is a row of jet grouting pile as wa-ter resisting curtain, and deep wel dewatering is used at the base of foundation. The results showed that the design and co-nstruction of enclosure is safe and economical.
出处
《城市建筑》
2014年第30期81-82,120,共3页
Urbanism and Architecture
关键词
基坑支护
灌注桩
旋喷桩
止水帷幕
混凝土支撑
foundation pit support
bored pile
spiral pile waterproof curtain
concrete support