铁道标准设计Issue(5)：130-132,137,4.DOI:10.13238/j.issn.1004-2954.2015.05.029
同深基坑开挖引起紧邻地铁车站变形特性研究
Study on Characteristics of Subway Station Deformation Induced by Excavation of Adjacent Deep Foundation Pit
旷庆华1
作者信息
- 1. 长沙市轨道交通集团有限公司，长沙 410000
- 折叠
摘要
Abstract
Excavation of foundation pit on one side and removal of load may cause differential deformation of the underground structure of adjacent subway station, and its mechanism has not been systematically understood. With reference to the engineering of a subway station in Changsha, numerical method is employed to analyze the variations of subway station structure deformation induced by excavation of adjacent deep foundation pit, and counter measures are discussed to control the deformation of subway station structure. The results show that with the increase of excavation depth, the horizontal deformation of retaining structure gradually increases, while the amplitude of deformation decreases; and the large integral rigidity of the subway station main structure functions to retain the displacement transfer of soil induced by excavation of foundation pit.关键词
地铁车站/深基坑/围护结构/数值模拟Key words
Subway station/Deep foundation pit/Retaining structure/Numerical simulation分类
建筑与水利引用本文复制引用
旷庆华..同深基坑开挖引起紧邻地铁车站变形特性研究[J].铁道标准设计,2015,(5):130-132,137,4.
