Analysis of Natural Aging Behavior of Asphalt Binder in Cold and Arid Region

Author:

Song Shanglin123,Liang Meichen4,Hou Fujin5,Gao Honggang3,Bi Yufeng6,Zhang Haixing7,Guo Meng4ORCID

Affiliation:

1. National Center for Materials Service Safety, University of Science and Technology Beijing, Beijing 100083, China

2. Scientific Observation and Research Base of Transport Industry of Long Term Performance of Highway Infrastructure in Northwest Cold and Arid Regions, Gansu 736200, China

3. Gansu Henglu Traffic Survey and Design Institute Co.,Ltd, Gansu 730030, China

4. The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China

5. Shandong Hi-Speed Construction Management Group Co.,LTD, Jinan 250001, China

6. Shandong Provincial Communications Planning and Design Institute Group Co.,LTD, Jinan 250101, China

7. China Communications Construction Company First Highway Bureau Southwest Engineering Co.,Ltd, Sichuan 610000, China

Abstract

With extremely bad climate and poor geographical environment in cold and arid region, the deterioration and failure of road materials are serious. In order to analyze the characteristics of natural aging behavior of asphalt binder in cold and arid region, the experiments were carried out based on the exposure field test base. The multiscale characterization of virgin asphalt under different natural aging conditions was carried out by means of macromechanical analysis and microchemical composition analysis. The results showed that the effects of natural aging and laboratory simulated aging on asphalt binder properties were similar. There was little effect on the performance of asphalt binder after natural aging one year. The effect of natural aging on asphalt binder in one year was similar to that of laboratory short-term aging. However, the strong UV radiation was a great challenge for asphalt pavement in Northwest China. Wind, dust, rain, and other factors have little effect on asphalt binder aging. Affected by the natural environment, macromolecular structures such as oxygen-containing polar functional groups will form in asphalt binder. The molecular weight of asphalt binder was increased, and the internal molecules of asphalt binder were subjected to large internal friction resistance in the process of movement. The macroscopic physical properties and road performance of asphalt binder become poor.

Funder

National Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

General Engineering,General Materials Science

Reference24 articles.

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2. Study on evaluation model for the asphalt pavement diseases of expressway;Y. Zhang;Journal of Inner Mongolia Agricultural University,2006

3. State of the Art Study on Aging of Asphalt Mixtures and Use of Antioxidant Additives

4. Constitutive modeling of coupled aging-viscoelastic response of asphalt concrete

5. Laboratory and field investigation of grouted macadam for semi-flexible pavements

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