Analysis of Railway Ballasted Track Stiffness and Behavior with a Hybrid Discrete–Continuum Approach-Reference-Cited by-同舟云学术

Analysis of Railway Ballasted Track Stiffness and Behavior with a Hybrid Discrete–Continuum Approach

Published:2021-03 Issue:3 Volume:21 Page:04020268
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Shi Can¹,Zhao Chunfa²,Yang Yang³,Guo Yunlong⁴^ORCID,Zhang Xu⁵

Affiliation:

1. State Key Laboratory of Traction Power, Southwest Jiaotong Univ., Chengdu 610031, China.

2. Professor, State Key Laboratory of Traction Power, Southwest Jiaotong Univ., Chengdu 610031, China.

3. China Railway Eryuan Engineering Group Co. Ltd, Chengdu, Sichuan 610031, P.R. China.

4. Ph.D. Candidate, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Delft 2628CN, Netherlands. (corresponding author). ORCID: .

5. School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou, Guangdong 510006, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001941

Reference43 articles.

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3. A comparison of railway track foundation design methods;Burrow M. P. N.;Proc. Inst. Mech. Eng., Part F: J. Rail Rapid Transit,2007

4. Measuring track vertical stiffness through dynamic monitoring;Cano M. J.;Transport,2016

5. An investigation of the dynamic behaviour of track transition zones using discrete element modelling;Chen C.;Proc. Inst. Mech. Eng., Part F: J. Rail Rapid Transit,2016

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