摘要
根据上海置地广场三层地下室以深幅地下连续墙作围护结构的设计、施工实践以及现场监测数据,探讨了地下连续墙作为基坑围护结构的变形规律与受力特点。
Based on the practice in design and construction, as well as in situ observation of a 3 story basement of Shanghai Zhidi Plaza, which is located in downtown Shanghai, the deformation rules and stress distribution of the diaphragm wall as foundation pit support system are discussed.
出处
《建筑施工》
1995年第3期19-23,共5页
Building Construction
