Technical Papers
Jul 26, 2021

Nanoleveled Mechanism of Rejuvenated Aged Asphalt Binders by Different Rejuvenated Agents

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 10

Abstract

The purpose of this paper is to study the microleveled rejuvenating effects of different rejuvenating agents on aged asphalt binders. In this study, an original asphalt binder (Shuanglong) with a grade of Pen70 was aged through an accelerated aging process specified by a strategic highway research program (SHRP). Two types of rejuvenating agents (one virgin asphalt binder and another petroleum product named HNCCY-1) were used to rejuvenate the aged asphalt binder at different concentrations. An atomic force microscopy (AFM) was used to study the microleveled properties of the rejuvenated aged asphalt binders, whereas the dynamic shear rheometer (DSR) was for rheological properties. The results showed that: (1) the number of bee structures increased, but their size decreased in the topographies of height or adhesion of the rejuvenated asphalt binders as the concentration of both the rejuvenating agents increased; (2) the roughness indexes gradually decreased and approached those of the original asphalt binder; (3) the diameter and threshold height decreased; and (4) the Young’s modulus and reduced modulus became smaller.

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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.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 10October 2021

History

Received: Jul 22, 2020
Accepted: Jan 5, 2021
Published online: Jul 26, 2021
Published in print: Oct 1, 2021
Discussion open until: Dec 26, 2021

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Xinsheng Li [email protected]
Associate Professor, Jiangsu Engineering Center for Eco-road Technology Industrialization, Suzhou Univ. of Science and Technology, Suzhou 215011, China (corresponding author). Email: [email protected]
Engineer, Jiangsu Engineering Center for Eco-road Technology Industrialization, Suzhou Univ. of Science and Technology, Suzhou 215011, China. Email: [email protected]
Senior Engineer, Suzhou Sanchuang Pavement Engineering Co. Ltd., No. 188, Yinzhong South Rd., Guoxiang Town, Suzhou 215011, China. Email: [email protected]
Junan Shen, M.ASCE [email protected]
Professor, Dept. of Civil Engineering and Construction, Georgia Sothern Univ., Statesboro, GA 30458. Email: [email protected]
Ph.D. Candidate, College of Transportation Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]
Zhaoxing Xie [email protected]
Research Professor, Louisiana Transportation Research Center, 4101 Gourrier Ave., Baton Rouge, LA 70808. Email: [email protected]

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Cited by

  • Low-Temperature Performance Improvement Measures for Emulsified Asphalt Cold Recycled Mixture: A Comparative Study, Journal of Materials in Civil Engineering, 10.1061/(ASCE)MT.1943-5533.0004720, 35, 6, (2023).
  • Fatigue and intermediate-temperature cracking performance of rejuvenated recycled asphalt binders and mixtures: A review, Journal of Cleaner Production, 10.1016/j.jclepro.2022.135587, 384, (135587), (2023).
  • Rheological Evaluation of Softened Binders Blended with Aged Asphalt Selected with a High-Temperature Mixing Chart, Materials, 10.3390/ma15051775, 15, 5, (1775), (2022).

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