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Author:

Jia, F. (Jia, F..) | Guo, M. (Guo, M..) | Liang, M. (Liang, M..) | Ma, F. (Ma, F..) | Guo, C. (Guo, C..)

Indexed by:

EI Scopus SCIE

Abstract:

The aging resistance of asphalt binder is one of the key factors in determining the service life of asphalt pavements. In order to clarify the mechanism of anti-aging additives for improving the aging resistance of asphalt binder, a study based on molecular dynamics simulations was done. The effect of anti-aging additives on the aging resistance of SBS-modified asphalt binder was analysed by molecular dynamics parameters and rheological parameters. The results showed that the molecular model obtained by assembling the molecular structure of four fractions and SBS modifier was reasonable. The diffusion capacity of asphalt binder molecules was weakened after long-term aging. Aged asphalt binder showed a higher energy barrier to change from steady state to unsteady state. The anti-aging additives did not cause significant effect on the distribution of the four fractions in asphalt binder. It inhibited the increase of heavy fractions and intermolecular forces in asphalt binder during long-term aging. It improved the flowability of long-term aged SBS-modified asphalt binder. During long-term aging, the change in diffusion coefficient of asphalt binder with additives was about 50.4% of that of asphalt binder without additives. The research results provide a convenient way to choose the anti-aging additives. © 2025 Informa UK Limited, trading as Taylor & Francis Group.

Keyword:

rheological parameters anti-aging additives anti-aging mechanism molecular dynamics simulation SBS-modified asphalt binder

Author Community:

  • [ 1 ] [Jia F.]CHECC Road Maintenance and Testing Technology Co., LTD, Beijing, China
  • [ 2 ] [Guo M.]State Key Laboratory of Bridge Engineering Safety and Resilience, Beijing University of Technology, Beijing, China
  • [ 3 ] [Guo M.]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China
  • [ 4 ] [Liang M.]State Key Laboratory of Bridge Engineering Safety and Resilience, Beijing University of Technology, Beijing, China
  • [ 5 ] [Liang M.]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China
  • [ 6 ] [Liang M.]School of Civil Engineering, Inner Mongolia University of Technology, Hohhot, China
  • [ 7 ] [Ma F.]State Key Laboratory of Bridge Engineering Safety and Resilience, Beijing University of Technology, Beijing, China
  • [ 8 ] [Ma F.]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China
  • [ 9 ] [Guo C.]CHECC Road Maintenance and Testing Technology Co., LTD, Beijing, China

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Source :

Molecular Simulation

ISSN: 0892-7022

Year: 2025

2 . 1 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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