Abstract

Pothole repair for porous pavements requires the patching mixture to have sufficient connected air voids, high strength, low moisture susceptibility, and high abrasion resistance. In this study, a cold patch asphalt mixture for porous pavements was designed. Turpentine was used as the solvent for the cutback asphalt, replacing diesel. The bentonite-cement was used as a mineral filler to improve adhesiveness between the aggregates and asphalt. Laboratory tests were conducted to investigate the initial strength, fully cured strength, moisture susceptibility under soaking and freeze-thaw cycling, and abrasion resistance of the designed cutback asphalt mixture. Test results showed that turpentine had a similar solubility parameter with asphalt but a higher evaporation rate than that of diesel. The cold mixtures had sufficiently high air voids of 20%. The cold mixtures produced with turpentine showed higher initial and cured strength, lower moisture susceptibility, and higher abrasion resistance, as indicated by a lower Cantabro loss value. Due to the relatively good solvability with asphalt and the higher evaporation rate of turpentine, the cold mixtures were thoroughly mixed, the aggregates were more evenly coated, and the performance of the designed mixtures was greatly improved.

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Acknowledgments

This study was sponsored by the projects found by the Natural Science Foundation of Jiangsu Province under Grant No.BK20181279, the National Natural Science Foundation of China (NSFC) under Grant No. 51978163, Jiangsu Department of Transportation with Grant Nos. 7621000132 and 7621000133, and the Fundamental Research Funds for the Central Universities with Grant Nos. 2242019k1G009 and 30919011249.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 3March 2020

History

Received: Sep 14, 2018
Accepted: Aug 12, 2019
Published online: Jan 8, 2020
Published in print: Mar 1, 2020
Discussion open until: Jun 8, 2020

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Professor, School of Transportation, Southeast Univ., Jiangning District, Nanjing, Jiangsu 211189, China (corresponding author). ORCID: https://orcid.org/0000-0001-7461-9226. Email: [email protected]
Graduate Research Assistant, Dept. of Road and Railway Engineering, School of Transportation Science and Engineering, Harbin Institute of Technology, Nangang District, Harbin, Heilongjiang 150006, China. ORCID: https://orcid.org/0000-0003-1080-331X. Email: 18S132071stu.hit.edu.cn
Xueqin Chen, Ph.D. [email protected]
Assistant Professor, Dept. of Civil Engineering, School of Science, Nanjing Univ. of Science and Technology, Nanjing, Jiangsu 210094, China. Email: [email protected]
Graduate Research Assistant, School of Transportation, Southeast Univ., Jiangning District, Nanjing, Jiangsu 211189, China. ORCID: https://orcid.org/0000-0002-2675-2652. Email: [email protected]

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