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Author:

Guo, Meng (Guo, Meng.) (Scholars:郭猛) | Guan, Mingyang (Guan, Mingyang.) | Tan, Yiqiu (Tan, Yiqiu.) | Du, Xiuli (Du, Xiuli.)

Indexed by:

EI Scopus SCIE

Abstract:

Low-temperature cracking is common distress in asphalt pavements. Understanding the change rule of its low-temperature properties is helpful in investigating the optimal maintenance timing of asphalt pavement. In this paper, the change rule of low-temperature properties of asphalt binders with aging time is investigated by various indexes. Four asphalt binders and four anti-aging modified asphalt binders were subjected to the rolling thin film oven (RTFO) test and pressure aging vessel (PAV) test. Dynamic Shear Rheometer (DSR) with the 4 mm parallel plates was used to determine the low-temperature properties of asphalt binders. The results show that aging and low temperature have a negative impact on the low-temperature properties of asphalt binders. The anti-aging agent improves the low-temperature properties and aging resistance of asphalt binders. Compared with other indexes, the critical cracking temperature Tc and the critical temperature difference Delta Tc are more suitable for analysing the effect of aging on the low-temperature properties of asphalt binders. Also, the Delta Tc shows the three-stage decreasing rule of 'fast-slow-fast', with the inflection points. It meant that the low-temperature properties of asphalt binders had been altered at the inflection points, which provided a favourable reference to research on the optimal maintenance timing of asphalt pavement.

Keyword:

cracking Asphalt binder aging 4-mm DSR low-temperature index

Author Community:

  • [ 1 ] [Guo, Meng]Beijing Univ Technol, Natl Key Lab Bridge Safety & Resilience, Beijing, Peoples R China
  • [ 2 ] [Guan, Mingyang]Beijing Univ Technol, Natl Key Lab Bridge Safety & Resilience, Beijing, Peoples R China
  • [ 3 ] [Tan, Yiqiu]Beijing Univ Technol, Natl Key Lab Bridge Safety & Resilience, Beijing, Peoples R China
  • [ 4 ] [Du, Xiuli]Beijing Univ Technol, Natl Key Lab Bridge Safety & Resilience, Beijing, Peoples R China
  • [ 5 ] [Guo, Meng]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing, Peoples R China
  • [ 6 ] [Guan, Mingyang]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing, Peoples R China
  • [ 7 ] [Tan, Yiqiu]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing, Peoples R China
  • [ 8 ] [Du, Xiuli]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing, Peoples R China
  • [ 9 ] [Tan, Yiqiu]Harbin Inst Technol, Sch Transportat Sci & Engn, Harbin, Peoples R China

Reprint Author's Address:

  • 郭猛

    [Guo, Meng]Beijing Univ Technol, Natl Key Lab Bridge Safety & Resilience, Beijing, Peoples R China;;[Tan, Yiqiu]Beijing Univ Technol, Natl Key Lab Bridge Safety & Resilience, Beijing, Peoples R China;;[Guo, Meng]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing, Peoples R China;;[Tan, Yiqiu]Beijing Univ Technol, Minist Educ, Key Lab Urban Secur & Disaster Engn, Beijing, Peoples R China;;[Tan, Yiqiu]Harbin Inst Technol, Sch Transportat Sci & Engn, Harbin, Peoples R China

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Source :

INTERNATIONAL JOURNAL OF PAVEMENT ENGINEERING

ISSN: 1029-8436

Year: 2024

Issue: 1

Volume: 25

3 . 8 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 4

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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