摘要
介绍了上海软土地区上海银行大厦深基坑工程的设计和施工;由于基坑周边环境保护要求高,采用了信息化施工技术。对基坑的实测数据作了初步分析,结果表明,该基坑的设计是成功的。
The design and construction of the deep foundation pit of Shanghai Bank Building in soft soil ground in Shanghai is introduced.Information construction technique is adopted for strict protection requirement of the surroundings.Analysis of the monitoring data shows that the design of the foundation pit is successful.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2004年第z1期4639-4644,共6页
Chinese Journal of Rock Mechanics and Engineering
关键词
土力学
基坑监测
深基坑
信息化施工技术
软土
soil mechanics,excavation monitoring,deep foundation pit,information construction technique,soft soil
