摘要
上海兰生大厦基坑挖深13．23m，局部超挖达16．9m，采用80cm厚地下连续墙加3道水平支撑的支护方案，实施后的监测表明该方案适用于繁华市区深基坑施工。
Descriptions about design and construction for the protective and supporting struc-ture of deep foundation pit of the Shanghai Lansheng Mansion project have been produced in thisarticle.Moreover, there are some key problems conceming its construction put forward here for delibera-tion, such as the dewaering and site investigahon as well as surveillance et al. Its site surveillancecleary shows that the design and construction measures brought about here have been well adopted fordeep foundation pit work particularly in down town district of Shanghai.
出处
《建筑技术》
北大核心
1997年第2期101-104,共4页
Architecture Technology
关键词
深基坑
围护结构
设计施工
监测
支护
foundation work, deep foundation pit, protective and supporting structure, design and construction, site surveillance
