Effects of ageing, temperature and frequency-dependent properties of asphalt concrete on top-down cracking-Reference-Cited by-同舟云学术

Effects of ageing, temperature and frequency-dependent properties of asphalt concrete on top-down cracking

Published:2020-04-20 Issue:10 Volume:22 Page:2289-2309
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Alae Mohsen¹,Zhao Yanqing¹,Leng Zhen²^ORCID

Affiliation:

1. School of Transportation Engineering, Dalian University of Technology, Dalian, People’s Republic of China

2. Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2020.1753099

Reference47 articles.

1. Mechanistic-based constitutive modeling of oxidative aging in aging-susceptible materials and its effect on the damage potential of asphalt concrete

2. Effects of layer interface conditions on top-down fatigue cracking of asphalt pavements

3. American Association of State Highway and Transportation officials (AASHTO). (2007). Standard method of test for determining dynamic modulus of hot-mix asphalt (HMA) (AASHTO TP 62-07).

4. Applied Research Associates. (2004). Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Final Report, National Cooperative Highway Research Program (NCHRP) Project 1-37A. National Research Council.

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