摘要
扬州市古城区由于地质条件复杂 ,在时代广场工程深基坑施工过程中 ,出现支护位移过大、坑底冒水现象 ,危及周围建筑物的安全。该基坑施工时采取了临时加固 ,其设计、施工方法涉及到周围构、建筑物等非常见问题的处理。
Due to complicate geological condition of ancient city,the displacement of supporting systems and piping was very large,which endangered the safety of the buildings nearby. Remedial measures are introduced, including strengthening of soil foundation,design and construction of temporary supporting systems and its further exploration.
出处
《建筑结构》
CSCD
北大核心
2004年第5期69-70,72,共3页
Building Structure
关键词
古城区
复杂地基
深基坑
支护
管涌
基坑加固
基坑施工
ancient city
complicate foundation
supporting systems
piping
strengthening
foundation pit
