土木工程与管理学报2012，Vol.29Issue(3)：99-103,5.
考虑侧向变形的客运专线路基沉降特性研究
Study of Subgrade Settlement Behavior of Passenger Dedicated Line Considering the Lateral Deformation Effects
杨武 1曹文昭 2董佳竹2
作者信息
- 1. 中交第二公路勘察设计研究院有限公司,湖北武汉430052
- 2. 华中科技大学土木工程与力学学院,湖北武汉430074
- 折叠
摘要
Abstract
New constructed passenger dedicated line demand that the post-construction settlement of the subgrade should be not more than 15 mm, and the current codes usually underestimate the ultima settlement for the sake of not taking lateral displacement effects into account. The lateral displacements of the toe with different fill heights and poisson' s ratios, and the relationships between maximum lateral displacements and settlements of central point of the passenger dedicated line, were investigated through conducting numerical simulations. The definition of correction coefficients of settlement was introduced and the relationships between the correction coefficients of settlement and fill heights/poisson' s ratios were analyzed.关键词
侧向变形/路基沉降/填土高度/泊松比/沉降修正系数Key words
lateral deformation/ subgrade settlement/ fill height/ poisson' s ratio/ correction coefficients of settlement分类
建筑与水利引用本文复制引用
杨武,曹文昭,董佳竹..考虑侧向变形的客运专线路基沉降特性研究[J].土木工程与管理学报,2012,29(3):99-103,5.
