Technical Papers
May 23, 2024

Evaluating Surfactant-Foamed Warm Reclaimed Asphalt and Its Blending Efficiency

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 8

Abstract

A compound warm-mix asphalt (WMA) technology, surfactant-foamed asphalt (SFA), was proposed to promote warm-mix reclaimed asphalt pavement technology and provide engineering and environmental benefits through nonrenewable materials recycling, cost saving, and energy and emissions reduction. The blending efficiency is critical for the design of SFA warm-mix reclaimed asphalt pavement (SFA-WMRAP) incorporating higher levels of RAP. This study investigated the blending efficiency of virgin and aged asphalt in SFA-WMRAP containing high RAP content. First, the effects of foaming temperature and foaming-surfactant additive dosage on the foaming characteristics and rheological properties of SFA were investigated, and the optimal foaming conditions were determined. Next, an atomic force microscope (AFM) test and fluorescence microscopy (FM) test were used to quantify its blending efficiency after using the stage extraction method. Results indicated that SFA under optimal foaming temperature and surfactant content achieved better workability, rutting resistance, and fatigue resistance. SFA-WMRAP with high RAP content showed a similar blending efficiency compared with the hot-mix process by using the gray mean value as an evaluating index, exhibiting great potential to promote WMRAP for incorporating high contents of RAP.

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Data Availability Statement

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

Acknowledgments

This study was supported by the Science and Technology Project of Jiangxi Transportation Department (No. 2020Q0019) and the Transportation Science and Technology Project of Jiangxi Province (No. 2022H0004).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 8August 2024

History

Received: Sep 19, 2023
Accepted: Jan 23, 2024
Published online: May 23, 2024
Published in print: Aug 1, 2024
Discussion open until: Oct 23, 2024

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Zhuohui Tao [email protected]
Ph.D. Student, Key Laboratory of Road and Traffic Engineering, Ministry of Education, Tongji Univ., Shanghai 201804, China. Email: [email protected]
Professor, Dept. of Rail Transportation Engineering, Penn State Univ., Altoona, PA 16601 (corresponding author). ORCID: https://orcid.org/0000-0002-5718-722X. Email: [email protected]
Associate Professor, School of Civil Engineering and Transportation, South China Univ. of Technology, Guangzhou 510000, China. Email: [email protected]
Yuchun Zou, S.E. [email protected]
Senior Engineer, Jiangxi Traffic Engineering Group Co., Ltd., Jiangxi 330013, China. Email: [email protected]
Lin Wen, S.E. [email protected]
Senior Engineer, Jiangxi Province Highway Bridge Construction Co., Ltd., Jiangxi 330000, China. Email: [email protected]

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