摘要
以上海地铁龙东路车站基坑工程为例,介绍了搅拌桩及钻孔灌注桩复合式围护体系在大型基坑工程中的应用。并采用弹性杆系有限元法对围护体系的内力及变形进行了分析。
Taking the deep foundation pit engineering of LongDong Road Metro Station in Shanghai as an example, the paper introduces the technology of using compound retaining wall in deep mixing and bored piles, and makes an analysis of the internal force and deformation of the retaining wall by using finite element method (FEM) in the elastic bar system.
出处
《城市轨道交通研究》
2003年第4期61-63,共3页
Urban Mass Transit
