Shakedown for slab track substructures with stiffness variation

Geotechnical Research

article

LiuShu¹  WangJuan¹  YuHai-Sui²  WanatowskiDariusz² 

[1] Ningbo Nottingham New Materials Institute, University of Nottingham Ningbo China;School of Civil Engineering, Faculty of Engineering, University of Leeds

关键词: foundations;    rail track design;    railway tracks;   

DOI  :  10.1680/jgere.17.00018

学科分类：医学（综合）

来源: ICE Publishing

【 摘 要 】

In this paper, shakedown analyses are carried out to predict the long-term response of slab track substructures under repeated moving train loads. The train loads are converted into a distributed m...

【 授权许可】

CC BY