Abstract

The determination of styrene-butadiene-styrene (SBS) content in SBS-modified asphalt (SBSMA) is crucial in road quality control. In this study, a polystyrene (PS)-based index, which is an alternative indicator for the current polybutadiene (PB)-based index of SBS content determination in specification based on the Fourier transform infrared spectroscopy test, was proposed to provide a more accurate measurement. The influences of the types of base asphalt/SBS modifiers/solvents, sulfur stabilizers, and aging on SBS content determination were investigated based on both of the two indices. The results show that the PS-based index has higher accuracy and is recommended as the indicator in the content determination. The selections of the types of the base asphalt/SBS when preparing the calibration samples should correspond to those of the testing samples to avoid the measurement deviation. Trichloroethylene solvent has an interference influence on the characteristic peak of PB in SBSMA. The sulfur and aging both have a double-sided effect on the SBS content determination. Furthermore, the fluorescence microscopy test and the four-component test were conducted to correlate the compatibility of asphalt with SBS and the stability of the asphalt colloidal structure. The gel permeation chromatography test was also used to verify the influence of aging on the SBS content determination.

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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

This work was supported by the National Natural Science Foundation of China (Grant Nos. 51778481, 51978518, and 51908426). The authors also acknowledge the financial support of the Postdoctoral Innovative Talent Support Program.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 7July 2021

History

Received: Jun 11, 2020
Accepted: Oct 27, 2020
Published online: Apr 30, 2021
Published in print: Jul 1, 2021
Discussion open until: Sep 30, 2021

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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. 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]
Professor, College of Transportation Engineering, Tongji Univ., Shanghai 201804, China; Key Laboratory of Road and Traffic Engineering of the State Ministry of Education, Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Tongda Bldg., 4800 Cao’an Rd., Shanghai 201804, China. Email: [email protected]
Postdoctor, College of Transportation Engineering, Tongji Univ., Shanghai 201804, China; Key Laboratory of Road and Traffic Engineering of the State Ministry of Education, Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Tongda Bldg., 4800 Cao’an Rd., Shanghai 201804, China (corresponding author). ORCID: https://orcid.org/0000-0001-6452-4127. Email: [email protected]
Postdoctor, 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]
Professor, College of Civil Engineering, Taiyuan Univ. of Technology, 79 Yingze West St., Taiyuan, Shanxi 030024, China. Email: [email protected]
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; Key Laboratory of Highway Construction and Maintenance Technology of Ministry of Transport in Loess Region, Shanxi Transportation Research Institute, 79 Xuefu St., Xiaodian District, Taiyuan, Shanxi 030006, China. Email: [email protected]

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