Technical Papers
Mar 27, 2017

Property Characterization of Asphalt Binders and Mixtures Modified by Different Crumb Rubbers

Publication: Journal of Materials in Civil Engineering
Volume 29, Issue 7

Abstract

This study focused on the property characterization of asphalt and asphalt mixtures modified by different types of crumb rubber (normal and desulfurized). This characterization was based on chemical evaluation and property testing for rubber asphalt and on performance analysis for different rubber asphalt mixtures. Chemical fraction and gel permeation chromatography tests were used to identify rubber asphalt’s microstructures; conventional and Superpave property tests were performed to evaluate its macroproperties; and an isolation test was used to judge its storage stability. Also conducted were wheel loading tests, three-point beam bending tests, and Marshall tests along with splitting tests and four-point beam bending tests to evaluate rutting stability, thermal cracking resistance, water damage susceptibility, and fatigue cracking resistance in different rubber asphalt mixtures. The findings indicate that both normal and desulfurized crumb rubber have obvious positive impacts on the properties of neat asphalt and asphalt-rubber mixtures. Compared with normal crumb rubber asphalt (NCRA), desulfurized crumb rubber asphalt (DCRA) shows lower viscosity and better storage stability. Both the normal crumb rubber asphalt mixture (NCRAM) and the desulfurized crumb rubber asphalt mixture (DCRAM) exhibit good properties. However, whereas NCRAM production uses gap gradation along with greater asphalt content and higher production temperatures, DCRAM production uses dense gradation with less asphalt content and lower production temperatures, making it more similar to the Styrene-Butadiene-Styrene (SBS) modified asphalt mixture.

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Acknowledgments

The study is financially supported by the State Key Laboratory of High Performance Civil Engineering Materials (No. 2014CEM008), the National Engineering Laboratory for Surface Transportation Weather Impacts Prevention (No. NELLM201604), the National Natural Science Foundation of China (No. 51378006), the National Science and Technology Support Program (No. 2014BAG05B04), the Huoyingdong Foundation of the Ministry of Education of China (No. 141076), the Fundamental Research Funds for the Central Universities (No. 2242015R30027 and No. 2015B17014), and the Natural Science Foundation of Jiangsu (No. BK20161421 and No. BK20140109).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 29Issue 7July 2017

History

Received: Sep 29, 2016
Accepted: Nov 16, 2016
Published online: Mar 27, 2017
Published in print: Jul 1, 2017
Discussion open until: Aug 27, 2017

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Authors

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Tao Ma, Ph.D. [email protected]
Associate Professor, School of Transportation, Southeast Univ., 2 Sipailou, Nanjing 210096, China (corresponding author). E-mail: [email protected]
Hao Wang, Ph.D.
Assistant Professor, Dept. of Civil and Environmental Engineering, Rutgers, State Univ. of New Jersey, 96 Frelinguysen Rd., Piscataway, NJ 08854.
Liang He, Ph.D.
Associate Professor, School of Civil Engineering, Chongqing Jiaotong Univ., 66 Xuefu Rd., Chongqing 400074, China.
Yongli Zhao, Ph.D.
Professor, School of Transportation, Southeast Univ., 2 Sipailou, Nanjing 210096, China.
Xiaoming Huang, Ph.D.
Professor, School of Transportation, Southeast Univ., 2 Sipailou, Nanjing 210096, China.
Jun Chen, Ph.D.
Associate Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.

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