Abstract

The microstructural, mechanical, and shrinkage characteristics of cement mortar containing 100% fine reclaimed asphalt pavement (RAP-mortar) were revealed through an extensive experimental program in this study. The work utilized petrographic technology and isothermal microcalorimetry to investigate microstructural features and cement heat of hydration. Mechanical properties were determined, and shrinkage properties and cracking potential under restrained drying condition were characterized through the shrinkage test and a customized ring test, respectively. Despite significant strength loss and high shrinkage, the RAP-mortar exhibited higher ductility, toughness, and crack resistance compared with the plain mortar. A potential material application for the RAP-mortar could be the structures whose strength requirement is low but are vulnerable to cracking problems. The RAP-mortar material might also be used for attenuation of high energy thanks to its improved ductility and toughness.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request, including raw data for all the tests conducted in this study.

Acknowledgments

The research presented in this paper was conducted at the Center for Infrastructure Renewal (CIR) with the financial support partially from Texas Department of Transportation (0-6855). Any opinions, findings, conclusions, and recommendations expressed in this paper are those of the authors alone and do not necessarily reflect the views of the sponsoring agencies. Leonardo Brescia-Norambuena helped this study when he was a visiting scholar at the CIR. Thanks also goes to CONICYT for providing financial support to Leonardo Brescia-Norambuena for his Ph.D. studies (CONICYT-PCHA/Doctorado Nacional/2016-21161245).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 4April 2020

History

Received: Jun 24, 2019
Accepted: Sep 5, 2019
Published online: Jan 31, 2020
Published in print: Apr 1, 2020
Discussion open until: Jun 30, 2020

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Postdoctoral Researcher, Center for Infrastructure Renewal, Texas A&M Univ., Dwight Look Engineering Bldg., Suite 601A, College Station, TX 77843 (corresponding author). ORCID: https://orcid.org/0000-0003-2858-8603. Email: [email protected]
Zachary Grasley, Ph.D., M.ASCE [email protected]
P.E.
Director, Center for Infrastructure Renewal, Texas A&M Univ., College Station, TX 77843; Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., Dwight Look Engineering Bldg., Suite 503B, College Station, TX 77843. Email: [email protected]
Joshua Hogancamp, Ph.D. [email protected]
Postdoctoral Associate, Sandia National Laboratories, MS 0748, 1515 Eubank Blvd. SE, Albuquerque, NM 87123. Email: [email protected]
Ph.D. Candidate, Dept. of Construction Engineering and Management, School of Engineering, Pontificia Universidad Católica de Chile, Vicuña Mackenna #4860, Santiago 7820436, Chile. ORCID: https://orcid.org/0000-0001-9663-9148. Email: [email protected]
Anol Mukhopadhyay, Ph.D. [email protected]
Research Scientist, Texas A&M Transportation Institute, 1111 RELLIS Pkwy., Bryan, TX 77807. Email: [email protected]
Dan Zollinger, Ph.D., M.ASCE [email protected]
P.E.
Professor, Zachry Dept. of Civil and Environmental Engineering, Texas A&M Univ., Dwight Look Engineering Bldg., Suite 501D, College Station, TX 77843. Email: [email protected]

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