摘要
根据上海金穗大厦二层地下室围护结构的设计、施工和监测实践,探讨了钻孔灌注桩加钢筋混凝土支撑作为基坑围护结构的变形规律和受力特点。
On the basis of the construction practice of the support system of 2 story basement of Jingsui Mansion, Shanghai, the mechanical behaviour of the bored pile and reinforced concrete bracing system is discussed.
出处
《建筑施工》
1995年第6期14-18,21,共6页
Building Construction