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Author:

Fu, C. (Fu, C..) | Wang, Z. (Wang, Z..) | Song, S. (Song, S..) | Yao, X. (Yao, X..) | Wang, F. (Wang, F..) | Wei, L. (Wei, L..) | Guo, M. (Guo, M..)

Indexed by:

EI Scopus SCIE

Abstract:

During its service life, asphalt pavement is affected by environmental factors such as heat, light, oxygen and moisture. The asphalt binder ages, resulting in a decrease in the performance of the asphalt pavement. Therefore, the development and application of an asphalt anti-aging agent is of great significance. In this paper, the road performance of the developed asphalt binder liquid anti-aging agent was verified in the two scales of asphalt binder and asphalt mixture, respectively. Firstly, a simple aging test method was proposed using needle penetration as the evaluation index. The aging time of the simple aging method was determined to be 20 h. Secondly, the addition of anti-aging agents improved the low-temperature performance of the asphalt binder and had a less adverse effect on the high-temperature performance. The test values of needle penetration and the ductility of the asphalt binder increased and the values of the softening point decreased. And the road performance of the anti-aging asphalt mixture basically met the specification requirements. The addition of the anti-aging agent improved the low-temperature performance of the aged asphalt mixture by 16%, which is of great significance for improving the service life of asphalt pavement. © 2024 by the authors.

Keyword:

ductility values pavement performance anti-aging agent asphalt binder needle penetration

Author Community:

  • [ 1 ] [Fu C.]Gansu Provincial Highway Development Group Co., Ltd., Lanzhou, 730070, China
  • [ 2 ] [Wang Z.]Beijing Municipal Road and Bridge Building Materials Group Co., Ltd., Beijing, 100176, China
  • [ 3 ] [Song S.]National Center for Materials Service Safety, University of Science and Technology Beijing, Beijing, 100083, China
  • [ 4 ] [Song S.]Scientific Observation and Research Base of Transport Industry of Long Term Performance of Highway Infrastructure in Northwest Cold and Arid Regions, Dunhuang, 736200, China
  • [ 5 ] [Yao X.]National Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing, 100124, China
  • [ 6 ] [Yao X.]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 7 ] [Wang F.]Gansu Provincial Highway Development Group Co., Ltd., Lanzhou, 730070, China
  • [ 8 ] [Wei L.]National Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing, 100124, China
  • [ 9 ] [Wei L.]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 10 ] [Guo M.]National Key Laboratory of Bridge Safety and Resilience, Beijing University of Technology, Beijing, 100124, China
  • [ 11 ] [Guo M.]The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, 100124, China

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Source :

Buildings

ISSN: 2075-5309

Year: 2024

Issue: 4

Volume: 14

3 . 8 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: 1

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