Study on low-temperature performance of bitumen, mastic, and asphalt mixture
Author:
Affiliation:
1. Department of Civil Engineering, University of Zanjan, Zanjan, Iran
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/14680629.2023.2287712
Reference56 articles.
1. AASHTO R49-09. (2013). Determining of low-temperature performance grade (PG) of Asphalt binders. American Association of State Highway and Transportation Officials.
2. AASHTO TP125. (2016). Method of test for determining the flexural creep stiffness of Asphalt mixtures using the bending beam rheometer (BBR). American Association of State Highway and Transportation Officials.
3. Development of an image-based multi-scale finite-element approach to predict mechanical response of asphalt mixtures
4. Correlation analysis between asphalt binder/asphalt mastic properties and dynamic modulus of asphalt mixture
5. How to Construct an Asphalt Binder Master Curve and Assess the Degree of Blending between RAP and Virgin Binders
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