摘要
该文介绍的端头井基坑深度为17.73m,基坑支护采用连续墙+内衬的复合墙结构形式,重点叙述了支护方法的比选过程和计算要点。
The foundation pit of end wall introduced in the article is 17.73 m deep.The composite wall structure type of diaphragm wall + interlining is used for the pit supporting.The article focuses description on the comparison process and calculation gist of supporting method.
出处
《城市道桥与防洪》
2010年第9期306-309,共4页
Urban Roads Bridges & Flood Control
关键词
地铁
盾构端头井
深基坑
地下连续墙
metro
shield end wall
deep foundation pit
diaphragm wall
