Technical Papers
May 31, 2023

Influence of SBS on the Aging Properties of High-Content Terminal Blend Rubber Modified Asphalt

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 8

Abstract

The goal of this study was to investigate the effect of styrene-butadiene-styrene (SBS) polymer on the aging properties of high-content terminal blend rubber modified asphalt (HCTBMA). All asphalt was tested for chemo-rheological properties using an attenuated total reflection–Fourier transform infrared spectroscopy (ATR-FTIR) test, temperature sweep test, frequency sweep tests, and multiple stress creep recovery (MSCR) test. According to ATR-FTIR observations, SBS can retard the oxidation effect of HCTBMA during short-term aging, but its inhibitory effect is reduced during long-term aging. Furthermore, aging aggravates the degree of desulfurization of crumb rubber in HCTBMA as the SBS content increases. Compared with HCTBMA, neat asphalt has a lower elasticity at high temperatures and a higher elasticity at low temperatures. The addition of SBS to HCTBMA improves the elasticity of the material. The elasticity of HCTBMA decreases and then increases after aging, and SBS can reduce the aging degree of HCTBMA after aging. Moreover, based on Pearson correlation analysis, the correlation between the desulfurization of rubber and the degradation of polybutadiene in HCTBMA during aging is high.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

Thank you for financial support from the China Scholarship Council (CSC No. 202106260114).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 8August 2023

History

Received: Aug 28, 2022
Accepted: Jan 23, 2023
Published online: May 31, 2023
Published in print: Aug 1, 2023
Discussion open until: Oct 31, 2023

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Authors

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Ph.D. Candidate, Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji Univ., Tongda Bldg., 4800 Cao’an Rd., Shanghai 201804, China (corresponding author). ORCID: https://orcid.org/0000-0001-9784-0150. Email: [email protected]
Weidong Huang [email protected]
Professor, Key Laboratory of Road and Traffic Engineering of Ministry of Education, Tongji Univ., Tongda Bldg., 4800 Cao’an Rd., Shanghai 201804, China. Email: [email protected]
Associate Professor, Section of Pavement Engineering, Dept. of Engineering Structures, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Stevinweg 1, Delft 2628 CN, Netherlands. Email: [email protected]
Postdoctoral Researcher, Section of Pavement Engineering, Dept. of Engineering Structures, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Stevinweg 1, Delft 2628 CN, Netherlands. Email: [email protected]

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