Abstract

Research on the aging process of styrene-butadiene-styrene block copolymers (SBS) block copolymers modifier has practical significance in guiding the recycling of SBS-modified asphalt pavement. The objective of this study is to investigate the aging process of SBS modifier under various oxygen and thermal conditions to address the variations of physical properties and chemical reaction during the service life of recycled asphalt pavement (RAP). In the proposed testing process, SBS modifier was thermal oxidative and vacuum thermal aged at different temperatures and time prior to blending with base asphalt to prepare SBS-modified asphalt. SBS modifier was first dissolved by carbon tetrachloride (CCl4) and then tested through infrared (IR), gel permeation chromatography (GPC), and thermogravimetric (TGA) tests to investigate the variations on microstructure and chemical compositions of aged SBS modifier. The effect of aged SBS modifier on performance of SBS-modified asphalt was evaluated by comparing the mechanical and chemical properties of base and SBS-modified asphalts. Based on the results of the experimental program, appearance variation, modifying effects, and chemical reaction of SBS modifier under oxygen condition were obviously different from that of vacuum condition. The chemical reaction of SBS modifier was not significant at vacuum and high temperature condition, instead, a small amount of degradation was observed. Degradation of mechanical performance of SBS-modified asphalt was mainly caused by aging of base asphalt. Therefore, the SBS modifier in the RAP was suggested to be considered in the mixture design.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The research was financially supported by the National Natural Science Foundation of China (No. 52008069) and the National & Local Joint Engineering Laboratory of Transportation and Civil Engineering Materials (LHSYS-2021-001). The views in the paper only reflect those from the authors and may not necessarily reflect the views from the sponsors.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 8August 2022

History

Received: Jul 18, 2021
Accepted: Dec 2, 2021
Published online: May 24, 2022
Published in print: Aug 1, 2022
Discussion open until: Oct 24, 2022

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Yongjie Ding, Ph.D. [email protected]
Postdoctoral and Associate Professor, National & Local Joint Engineering Laboratory of Traffic Civil Engineering Materials, Chongqing Jiaotong Univ., Chongqing 400074, China. Email: [email protected]
School of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China (corresponding author). ORCID: https://orcid.org/0000-0002-4113-334X. Email: [email protected]
Xiaolong Li [email protected]
Chongqing CISDI Engineering Consulting Co., Ltd., Shuanggang Rd., Yuzhong District, Chongqing 400013, China. Email: [email protected]
Boming Tang [email protected]
Professor, School of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China. Email: [email protected]
School of Civil Engineering, Chongqing Jiaotong Univ., Chongqing 400074, China. Email: [email protected]
Yunnan Communications Investment & Construction Group Co., Ltd., Qianxing Rd., Xishan District, Kunming City, Yunnan 650228, China. Email: [email protected]

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