Roadbed behavior subjected to tilting-train loading at rail joint and continuous welded rail

作     者：JEON Sang-Soo 

作者机构：Department of Civil&Urban EngineeringInje University 

出 版 物：《Journal of Central South University》 (中南大学学报（英文版）)

年 卷 期：2014年第21卷第7期

页      面：2962-2969页

核心收录：

学科分类：081401[工学-岩土工程] 08[工学] 0814[工学-土木工程] 

基　　金：supported by the 2014 Inje University research grant 

主　　题：railway roadbed tilting-train bearing capacity settlement 

摘      要：The tilting-train is very attractive to the railroad users in the world due to the advantage of high speed in curved track using pre-existing infrastructure of ***-train has a unique allowable speed and mechanism especially in curved *** this work,when tilting-train is operated with the allowable speed,the behavior of roadbed is evaluated by examining its settlement and bearing ***,the stability of roadbed is estimated as the roadbed is in the condition of soft soil influenced by the weather effects and cyclic train *** results show that the roadbed settlement satisfies the allowable settlement when the elastic moduli of upper roadbed and in-situ soil are greater than 3800 and 4600 kN/m2 for rail joint and 2300 and 3300 kN/m2 for continuous welded rail(CWR).