A study was undertaken to evaluate the influence of an organic and a chemical additive on the short- and long-term ageing properties of warm-mix asphalt containing reclaimed asphalt pavement. Various mechanical tests, including dynamic creep, indirect tensile strength, semi-circular bending and resilient modulus, were conducted. The results indicated that the mixture containing reclaimed asphalt pavement without additives showed a higher flow number in both non-ageing and ageing processes, indicating higher resistance to rutting. The mixture containing the chemical additive demonstrated higher resistance to moisture susceptibility in comparison to the one with the organic admixture. Moreover, the mixtures containing recycled asphalt pavement and the chemical additive showed higher fracture energy than mixtures containing recycled asphalt pavement and the organic additive, while the latter showed the highest resilient modulus in the non-ageing and ageing process.
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June 2024
Research Article|
November 17 2022
Ageing properties of warm-mix asphalt containing reclaimed asphalt pavement
Wshyar Mohammed Hasan, MSc;
Wshyar Mohammed Hasan, MSc
Graduate Research Assistant, Department of Civil Engineering, Islamic Azad University, Science and Research Branch, Tehran, Iran
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Alireza Sarkar, PhD
Alireza Sarkar, PhD
Assistant Professor, Department of Civil Engineering, Islamic Azad University, Science and Research Branch, Tehran, Iran (corresponding author: sarkar@srbiau.ac.ir)
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Publisher: Emerald Publishing
Received:
January 28 2022
Accepted:
August 23 2022
Online ISSN: 1751-7710
Print ISSN: 0965-092X
Emerald Publishing Limited: All rights reserved
2022
Proceedings of the Institution of Civil Engineers - Transport (2024) 177 (3): 176–187.
Article history
Received:
January 28 2022
Accepted:
August 23 2022
Citation
Hasan WM, Sarkar A (2024), "Ageing properties of warm-mix asphalt containing reclaimed asphalt pavement". Proceedings of the Institution of Civil Engineers - Transport, Vol. 177 No. 3 pp. 176–187, doi: https://doi.org/10.1680/jtran.22.00014
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