Technical Papers
Aug 9, 2024

Engineering Performance and Sustainability Assessment of Warm-Mix SBS-Modified Asphalt Mixture with Foaming Technique

Publication: Journal of Transportation Engineering, Part B: Pavements
Volume 150, Issue 4

Abstract

With the increasing consideration of sustainability in infrastructure materials, both modified asphalt and warm-mix asphalt have received remarkable attention. However, little is known about characteristics of warm-mix styrene-butadiene-styrene (SBS) modified asphalt with foaming technique (FWMA-SBS). The present study is dedicated to optimizing fabrication of the FWMA-SBS binder and investigating the performance of the foamed SBS-modified asphalt mixture. To achieve desirable foaming characteristics, the FWMA-SBS binder is produced at foaming temperature of 130°C, water content of 2.0%, and air pressure of 0.55 MPa. The production temperature of the FWMA-SBS mixture is significantly lowered by 20°C compared to traditional SBS-modified asphalt mixture. It has demonstrated that engineering performance of FWMA-SBS binder coincides with the mixture. The FWMA-SBS mixture features better low-temperature cracking resistance and fatigue performance, while it exhibits lower rutting resistance and similar moisture stability in comparison with a traditional SBS-modified asphalt mixture. The sustainability assessment verifies that compared to conventional SBS-modified asphalt mixture, the production of 1 ton of FWMA-SBS mixture leads to energy savings of 9.8%, cost reduction of $1.81, and less energy associated with CO2 by 9.8%. The research accomplishments promote the utilization of the foamed SBS-modified asphalt, realizing the pavement sustainability from principles to practices.

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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 study was financially supported by the National Natural Science Foundation of China (Grant Nos. 52008103 and 51922030), Natural Science Foundation of Jiangsu Province (Grant No. 7721008037), Jiangsu Funds for Distinguished Young Scholars Shuangchuang Program of Jiangsu Province (Grant No. 1121000376), and Southeast University “Zhongying Young Scholars” Project (Grant No. 2018B51). Thanks to the anonymous reviewers for constructive comments and suggestions which could help to modify the manuscript.

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Go to Journal of Transportation Engineering, Part B: Pavements
Journal of Transportation Engineering, Part B: Pavements
Volume 150Issue 4December 2024

History

Received: Mar 8, 2023
Accepted: May 13, 2024
Published online: Aug 9, 2024
Published in print: Dec 1, 2024
Discussion open until: Jan 9, 2025

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Jianying Hu [email protected]
Associate Professor, School of Transportation, Southeast Univ., Southeast University Rd. #2, Nanjing 211189, China. Email: [email protected]
Senior Engineer, Jiangxi Transportation Engineering Group Company Ltd., Haitong Branch, Qingshanhu District, Nanchang 330000, China. Email: [email protected]
Engineer, Shanghai Municipal Engineering Design Institute (Group) Co., Ltd., 901 North Zhongshan Rd. (2nd), Shanghai 200092, China. Email: [email protected]
Professor, School of Transportation, Southeast Univ., Southeast University Rd. #2, Nanjing 211189, China (corresponding author). Email: [email protected]

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