Mesoscale Mechanism of Asphalt Track Bed in Reducing Cyclic Settlement of Ballast Layer under High-Speed Train Traffic Loads-Reference-Cited by-同舟云学术

Mesoscale Mechanism of Asphalt Track Bed in Reducing Cyclic Settlement of Ballast Layer under High-Speed Train Traffic Loads

Published:2023-03 Issue:1 Volume:149 Page:
ISSN:2573-5438
Container-title:Journal of Transportation Engineering, Part B: Pavements
language:en
Short-container-title:J. Transp. Eng., Part B: Pavements

Author:

Bian Xuecheng¹,Gao Zelei²,Luo Xue³,Cai Degou⁴,Chen Yunmin¹

Affiliation:

1. Professor, Key Laboratory of Soft Soils and Geoenvironmental Engineering, Ministry of Education, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.

2. Ph.D. Candidate, Key Laboratory of Soft Soils and Geoenvironmental Engineering, Ministry of Education, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.

3. Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China (corresponding author).

4. Professor, Railway Engineering Research Institute, China Academy of Rails Science, Beijing 100081, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPEODX.0000402

Reference75 articles.

1. “Critical particle size” and ballast gradation studied by Discrete Element Modeling

2. Accumulative deformation in railway track induced by high-speed traffic loading of the trains

3. A full-scale physical model test apparatus for investigating the dynamic performance of the slab track system of a high-speed railway