摘要
本文采用有限单元法模拟不同结构形式的水泥土挡墙在基坑开挖中的工作性状,得出了墙体变形和地表沉降的一般性变化规律。这有助于进一步了解水泥土挡墙的变形特性,为水泥土挡墙的设计提供帮助。
The behaviour of cement-soil retaining walls with different structures in excavation is modelled using finite element method. The general rules of wall deformation and ground surface settlements are obtained, which would be good for further understanding the deformation behaviour of cement-soil retaining wall and provide some help for design.
出处
《南京建筑工程学院学报》
1994年第1期25-30,共6页
Journal of Nanjing Architectural and Civil Engineering Institute(Natural Science)
关键词
挡土墙
基坑
开挖
变形
有限单元法
deformation analysis
retaining walls
finite element methods
