Proceedings of the 2025 8th International Conference on Traffic Transportation and Civil Architecture (ICTTCA 2025)

Study on the Rut Change Law of Multi-Asphalt Pavement Structure of Heavy-Duty Highway

Authors
Chunjiang Yu1, Bo Wang1, Shan Liu1, *
1Anhui Transportation Holdings Group Co., Ltd,, Hefei, Anhui, 230092, China
*Corresponding author. Email: liushan0378@163.com
Corresponding Author
Shan Liu
Available Online 28 July 2025.
DOI
10.2991/978-94-6463-793-9_62How to use a DOI?
Keywords
highway; asphalt pavement; fully flexible; axle load spectrum; Rut
Abstract

In order to explore the rut change law of multi-asphalt pavement structure of heavy-duty highway, the influence of actual traffic axle load on pavement design life is studied by analyzing the measured traffic axle load of heavy-duty highway and comparing the difference between actual and designed axle load. The ruts of different pavement structures and different lanes were compared to study the rut distribution law of four asphalt pavement structures of heavy-duty highway, and evaluate the rut performance of four asphalt pavement. It can be obtained that the traffic volume predicted at the time of design is much lower than the actual traffic volume. Compared with the cumulative action times of the equivalent designed axle load with the original design life of 15 years, the measured axle load spectrum is expected to reach the designed service life in the 6.2 year; The rut of the four asphalt pavement structures is less than 10mm, and the rut condition of S1 is basically the same as that of S3 and S4. The average rut of S2 is slightly larger than that of the other three pavement structures because it is located at the light controlled intersection, and S4 has the smallest rut. As a fully flexible asphalt pavement structure, S3 has the same rutting resistance as S1 and S4.

Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 2025 8th International Conference on Traffic Transportation and Civil Architecture (ICTTCA 2025)
Series
Atlantis Highlights in Engineering
Publication Date
28 July 2025
ISBN
978-94-6463-793-9
ISSN
2589-4943
DOI
10.2991/978-94-6463-793-9_62How to use a DOI?
Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

TY  - CONF
AU  - Chunjiang Yu
AU  - Bo Wang
AU  - Shan Liu
PY  - 2025
DA  - 2025/07/28
TI  - Study on the Rut Change Law of Multi-Asphalt Pavement Structure of Heavy-Duty Highway
BT  - Proceedings of the 2025 8th International Conference on Traffic Transportation and Civil Architecture (ICTTCA 2025)
PB  - Atlantis Press
SP  - 736
EP  - 748
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-793-9_62
DO  - 10.2991/978-94-6463-793-9_62
ID  - Yu2025
ER  -