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Author:

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

Indexed by:

Scopus SCIE

Abstract:

The asphalt binder is exposed to unfavorable coupling aging of UV radiation, high temperature, and moisture, which accelerates the deterioration of the binder's rheological properties. To investigate the effect of this coupled aging on the rheological properties of asphalt binder, an accelerated environmental aging oven considering ultraviolet (UV) radiation, temperature, and moisture was used in this paper to carry out multifactor coupling aging tests for the binder. The coupling aging test parameters are determined by the central composite design-response surface methodology (CCD-RSM). The rheological properties of asphalt binder before and after aging were examined by dynamic shear rheometer, and the effects of the coupling aging on the viscoelastic, high-temperature, fatigue, and low-temperature properties of the binders were evaluated by employing the complex shear modulus (G*); the aging index (GI), which was established with G*; the rutting factor (G*/sin delta); the Glover-Rowe (G-R) parameter; and the ratio of asphalt binder creep rate to stiffness modulus (m/S), respectively. Further, the effect of the coupling aging on the chemical properties of the asphalt binder was evaluated with carbonyl index obtained from the Fourier transform infrared spectrometer. The results showed that the optimal values (temperature: 68.3 degrees C; irradiation intensity: 2,221 W/m2; spraying interval: 250 min) of the coupled aging parameters were determined by the CCD-RSM, and the relationship between the coupled aging time and the carbonyl index was established by the Verhulst model with an R2 value larger than 0.98. As the coupling aging degree increases, the G*, GI, and G*/sin delta show an increasing trend, whereas the G-R parameter, m/S, shows a decreasing trend, indicating that the aging increases the stiffness and high-temperature resistance of the binder and decreases its fatigue properties and low-temperature properties. Based on the correlation analysis, the G-R parameter showed good correlation with the GI, G*/sin delta (45 degrees C, 55 degrees C, and 65 degrees C), m/S (-6 degrees C, -12 degrees C, and -18 degrees C), respectively, and the average R2 value is larger than 0.98. Therefore, the G-R parameter can be used as a comprehensive index for evaluating the rheological properties of binders.

Keyword:

Rheological properties Asphalt binder Multifactor coupling aging Evaluation index

Author Community:

  • [ 1 ] [Guan, Mingyang]Beijing Univ Technol, State Key Lab Bridge Engn Safety & Resilience, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 2 ] [Guo, Meng]Beijing Univ Technol, State Key Lab Bridge Engn Safety & Resilience, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 3 ] [Du, Xiuli]Beijing Univ Technol, State Key Lab Bridge Engn Safety & Resilience, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 4 ] [Tan, Yiqiu]Beijing Univ Technol, State Key Lab Bridge Engn Safety & Resilience, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China
  • [ 5 ] [Liu, Xu]Shandong Hispeed Transportat Construct Grp Co Ltd, Jinan 250000, Peoples R China
  • [ 6 ] [Tan, Yiqiu]Harbin Inst Technol, Sch Transportat Sci & Engn, Harbin 150090, Peoples R China

Reprint Author's Address:

  • 郭猛

    [Guo, Meng]Beijing Univ Technol, State Key Lab Bridge Engn Safety & Resilience, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China

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Source :

JOURNAL OF MATERIALS IN CIVIL ENGINEERING

ISSN: 0899-1561

Year: 2024

Issue: 5

Volume: 36

3 . 2 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 7

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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