Cracking Propagation of Asphalt Pavement of Stabilized Base with Inorganic Binder under Coupling of Overloaded Traffic and Temperature-Reference-Cited by-同舟云学术

Cracking Propagation of Asphalt Pavement of Stabilized Base with Inorganic Binder under Coupling of Overloaded Traffic and Temperature

Published:2024-06 Issue:2 Volume:150 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:

Wang Xiaoying¹^ORCID,Geng Litao²,Li Kai³,Xu Qian⁴,Ding Yong⁵,Tao Yifan⁶

Affiliation:

1. Lecturer, School of Civil and Environmental Engineering and Geography Science, Ningbo Univ., Ningbo 315211, China (corresponding author). ORCID: .

2. Professor, School of Traffic Engineering, Shandong Jianzhu Univ., Jinan 250101, China.

3. Associate Professor, School of Mechanical Engineering and Mechanics, Ningbo Univ., Ningbo 315211, China.

4. Associate Professor, School of Management Engineering, Shandong Jianzhu Univ., Jinan 250101, China.

5. Professor, School of Civil and Environmental Engineering and Geography Science, Ningbo Univ., Ningbo 315211, China.

6. Bachelor’s Student, School of Civil and Environmental Engineering and Geography Science, Ningbo Univ., Ningbo 315211, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JPEODX.PVENG-1259

Reference37 articles.

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3. Laboratory tests and finite element simulations to model thermally induced reflective cracking of composite pavements;Ban H.;Int. J. Pavement Eng.,2017

4. Probabilistic Mechanistic-Based Pavement Damage Costs for Multitrip Overweight Vehicles

5. Assessment of the relationship between the international roughness index and dynamic loading of heavy vehicles;Bilodeau J.-P.;Int. J. Pavement Eng.,2015