Technical Papers
May 17, 2021

Effect of Composite Light Stabilizer on the Anti-Ultraviolet Aging Property of Matrix Asphalt

Publication: Journal of Materials in Civil Engineering
Volume 33, Issue 8

Abstract

Ultraviolet (UV) radiation causes asphalt aging and thus influences its performance. In this research, a composite light stabilizer was prepared to increase the light stability of matrix asphalt. Benzotriazole UV absorber (UV928), a hindered amine radical scavenger (UV4050), and a light screening agent [layered double hydroxide (LDH)] were selected as light stabilizers to modify the matrix asphalt, and their properties were compared using a physical property test and rheological test before and after UV aging. UV aging and a rolling thin-film oven test (RTFOT) were applied to simulate laboratory accelerated aging. The one-component test results demonstrated that three kinds of light stabilizer improved the light stability of asphalt to some extent. However, before UV aging, the addition of light stabilizer caused a great loss of asphalt fluidity and reduced the low-temperature performance of asphalt, which influenced the original performance of matrix asphalt. Therefore, the composite light stabilizer was prepared to weaken the adverse effect of a single material on asphalt. The composite light stabilizer not only improved the fluidity and the low-temperature crack resistance of one-component modified asphalt. Moreover, from the perspective of high-temperature performance, it also reduced the adverse effects of UV radiation on asphalt. This implied that the composite light stabilizer not only reduced the adverse effects of one-component light stabilizer on asphalt but also ameliorated the light stability of matrix asphalt, and the three kinds of light stabilizer had a good synergistic effect.

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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 research was funded by the National Key Research and Development (R&D) Program of China (Grant 2018YFB1600100), the National Natural Science Foundation of China (Grants 51778071 and 52008045), the Open Fund of Hunan International Scientific and Technological Innovation Cooperation Base of Advanced Construction and Maintenance Technology of Highways (Changsha University of Science & Technology, kfj190801), the Natural Science Foundation of Hunan Province (2020JJ5595), the Guangxi Major Science and Technology Project (Gui Ke AA18242032), and the Scientific Research Project of Hunan Education Department (19C0067).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 8August 2021

History

Received: Aug 20, 2020
Accepted: Dec 14, 2020
Published online: May 17, 2021
Published in print: Aug 1, 2021
Discussion open until: Oct 17, 2021

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Authors

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Guoping Qian [email protected]
Professor, National Engineering Laboratory for Highway Maintenance Technology, School of Traffic and Transportation Engineering, Hunan International Scientific and Technological Innovation Cooperation Base of Advanced Construction and Maintenance Technology of Highway, Changsha Univ. of Science & Technology, Changsha 410114, China. Email: [email protected]
Guangchen Yuan [email protected]
Student, School of Traffic and Transportation Engineering, Changsha Univ. of Science & Technology, Changsha 410114, China. Email: [email protected]
Dongmei Zhang [email protected]
Lecturer, National Engineering Laboratory for Highway Maintenance Technology, School of Traffic and Transportation Engineering, Hunan International Scientific and Technological Innovation Cooperation Base of Advanced Construction and Maintenance Technology of Highway, Changsha Univ. of Science & Technology, Changsha 410114, China (corresponding author). Email: [email protected]
Engineer, Guizhou Transportation Planning Survey and Design Academe Co. Ltd., Guiyang 550081, China. Email: [email protected]

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