Study on the interface damage of CRTS Ⅱ slab track under temperature load-Reference-Cited by-同舟云学术

Study on the interface damage of CRTS Ⅱ slab track under temperature load

Published:2020-08 Issue: Volume:26 Page:224-236
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Li Yang^ORCID,Chen Jinjie,Wang Jianxi^ORCID,Shi Xianfeng,Chen Long

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference35 articles.

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4. Liu XK, Liu XY, Xiao JL, Di YQ, Yang RS. Vertical stability of longitudinal continuous ballastless track under temperature. J Southwest Jiaotong Univ 2018; 53(5):9-927+944.

5. Mapping relationship between pier settlement and rail deformation of high-speed railways - part (II): the longitudinal connected ballastless track system;Chen;Sci Sin Tech,2014

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1. Non-uniform variation characteristics of temperature field and corresponding thermal effect of longitudinal continuous slab ballastless track structure;Case Studies in Thermal Engineering;2024-09

2. Damage characteristics and mechanical properties of CRTS III track structure in curved sections under longitudinal uneven subgrade settlement;Engineering Failure Analysis;2024-09

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