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Cyclic Loading-Induced Surface Degradation and its Effect on the Frictional Behavior of Tire-Asphalt Contact Cover

Cyclic Loading-Induced Surface Degradation and its Effect on the Frictional Behavior of Tire-Asphalt Contact

Journal of Applied Engineering Sciences
Volume 15 (2025): Issue 2 (December 2025)
By: S. R La,  X. B Li,  Anhua Xu and  J. H Fang  
Open Access
|Dec 2025

Authors

S. R La

837848924@qq.com

School of Civil and Transportation Engineering, Qinghai Minzu University, Qinghai, China
Qinghai Research Institute of Transportation, Qinghai, China

X. B Li

qhjiaotongkeji@163.com

School of Civil Engineering, Chongqing University, Chongqing, China
Qinghai Lake Tourism Development Group Co., Ltd, Qinghai, China

Anhua Xu

347024683@qq.com

Qinghai Vocational and Technical University, Qinghai, China

J. H Fang

1007361863@qq.com

Qinghai Research Institute of Transportation, Qinghai, China
DOI: https://doi.org/10.2478/jaes-2025-0029 | Journal eISSN: 2284-7197
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Language: English
Page range: 243 - 250
Submitted on: Jun 17, 2025
Accepted on: Jul 21, 2025
Published on: Dec 15, 2025
Published by: University of Oradea, Civil Engineering and Architecture Faculty
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
Tire Asphalt Pavement,
Surface Roughness,
Cyclic Loading,
Discrete Particles,
Elastic Contact Model
Related subjects:
Engineering,
Introductions and overviews,
Engineering, other,
Electrical engineering,
Energy engineering,
Geosciences,
Geodesy,
Geosciences, other

© 2025 S. R La, X. B Li, Anhua Xu, J. H Fang, published by University of Oradea, Civil Engineering and Architecture Faculty
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

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