Discrete-Element Analysis for Compaction-Induced Stiffness Variation of Ballast Aggregate in Large-Scale Triaxial Testing-Reference-Cited by-同舟云学术

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Discrete-Element Analysis for Compaction-Induced Stiffness Variation of Ballast Aggregate in Large-Scale Triaxial Testing

Published:2024-10 Issue:10 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Huang Shihao¹^ORCID,Qian Yu²^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC 29208. ORCID: .

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC 29208 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9642

Reference43 articles.

1. Large-scale triaxial and box testing on railroad ballast: A review;Alabbasi Y.;SN Appl. Sci.,2019

2. Influence of size and shape properties of railroad ballast on aggregate packing: Statistical analysis;Boler H.;Transp. Res. Rec.,2014

3. Review of ballast track tamping: Mechanism, challenges and solutions

4. Calibration for discrete element modelling of railway ballast: A review

5. Discrete element modelling of railway ballast performance considering particle shape and rolling resistance

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