Determination of model inputs for coupled diffusion-kinetics aging model to characterize field aging gradient and evolution in asphalt pavements
Author:
Affiliation:
1. Department of Civil Engineering, California State University, Chico, CA, USA
2. Department of Engineering, Pennsylvania State University, Altoona, PA, USA
Funder
California State University System Research, Scholarly & Creative Activities
RSCA
Publisher
Informa UK Limited
Subject
Mechanics of Materials,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/10298436.2023.2172168
Reference34 articles.
1. AASHTO, 2015. Standard practice for mixture conditioning of Hot Mix Asphalt (HMA). AASHTO R30. Washington, DC: AASHTO.
2. Postmortem evaluation of accelerated rate of raveling of in-service asphalt pavements in arid climatic conditions-case of Kuwait
3. Mechanistic-based constitutive modeling of oxidative aging in aging-susceptible materials and its effect on the damage potential of asphalt concrete
4. Effects of Oxidative Aging on Asphalt Mixture Properties
5. Investigation of ultraviolet radiation aging gradient in asphalt binder
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