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

Author(s): (State Key Laboratory of Traction Power, Southwest Jiaotong Univ., Chengdu 610031, China.)
(Professor, State Key Laboratory of Traction Power, Southwest Jiaotong Univ., Chengdu 610031, China.)
(China Railway Eryuan Engineering Group Co. Ltd, Chengdu, Sichuan 610031, P.R. China.)
ORCID (Ph.D. Candidate, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Delft 2628CN, Netherlands. (corresponding author))
(School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou, Guangdong 510006, P.R. China.)
Medium: journal article
Language(s): English
Published in: International Journal of Geomechanics, , n. 3, v. 21
Page(s): 04020268
DOI: 10.1061/(asce)gm.1943-5622.0001941
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1061/(asce)gm.1943-5622.0001941.
  • About this
    data sheet
  • Reference-ID
    10606618
  • Published on:
    08/05/2021
  • Last updated on:
    08/05/2021
 
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