摘要
广州地铁二号线有车站基坑20个,采用了多种基坑支护形式。本文通过大量的设计数据分别对不同的支护形式进行了阐述,并将实测值与计算值进行了对照分析。
There are twenty station excavations supported by different means in Guangzhou Metro II . In this paper , those means were introduced through lots of design data, and the calculative data were compared with the real data.
出处
《建筑科学》
2003年第2期29-35,共7页
Building Science
