首页>
外文OA文献
>Response of multilayer foundation system beneath railway track under cyclic loading
【2h】
Response of multilayer foundation system beneath railway track under cyclic loading
展开▼
机译:循环荷载下铁路轨道下多层地基系统的响应
展开▼
免费
页面导航
摘要
著录项
相似文献
相关主题
摘要
For an efficient and economical design of a railway track system, it is necessary to understand the behavior of each trackcomponent with special reference to ballast and subgrade, which play a pivotal role in distributing the large, cyclic wheel loads longitudinally, laterally, and vertically away from the wheel contact area on the rail surface to the underlying soil strata. This paper presents an analytical model of a track-ballast-subgrade system with different formation soils such as dense uniform sand, stiff clay, loose sand, and soft clay modeled by using a mass-spring dashpot system with two degrees of freedom. This represents the varying energy distribution through ballast and subgrade in the vertical direction. Results are presented in the form of time-displacement response profiles for both the ballast and subgrade layers. In addition, the magnification factors for displacements with variation in subgrade soils for cyclic loading frequencies are reported. It is observed that the results obtained from the present analysis follow the experimentally observed trends already available in the literature.
展开▼