Effects of interface strength on damage to railway slab–track joints under temperature rise-Reference-Cited by-同舟云学术

Effects of interface strength on damage to railway slab–track joints under temperature rise

Published:2019-04-25 Issue: Volume: Page:1-12
ISSN:0965-092X
Container-title:Proceedings of the Institution of Civil Engineers - Transport
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers - Transport

Author:

Liu Xiaokai¹,Xiao Jieling²,Zhang Wenhao³,Qin Hongpei³,Liu Xueyi⁴

Affiliation:

1. Doctoral student, MOE Key Laboratory of High-speed Railway Engineering, Chengdu, Sichuan, P. R. China; Southwest Jiaotong University of Civil Engineering, Chengdu, Sichuan, P. R. China

2. Lecturer, MOE Key Laboratory of High-speed Railway Engineering, Chengdu, Sichuan, P. R. China; Southwest Jiaotong University of Civil Engineering, Chengdu, Sichuan, P. R. China (corresponding author: )

3. Postgraduate student, MOE Key Laboratory of High-speed Railway Engineering, Chengdu, Sichuan, P. R. China; Southwest Jiaotong University of Civil Engineering, Chengdu, Sichuan, P. R. China

4. Professor, MOE Key Laboratory of High-speed Railway Engineering, Chengdu, Sichuan, P. R. China; Southwest Jiaotong University of Civil Engineering, Chengdu, Sichuan, P. R. China

Publisher

Thomas Telford Ltd.

Subject

Transportation,Civil and Structural Engineering

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jtran.18.00168

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Editorial;Proceedings of the Institution of Civil Engineers - Transport;2022-06

2. Importance of Bending Stiffness of Different Track Forms;Lecture Notes in Civil Engineering;2021-08-05