Accelerated Laboratory Test Suggests the Importance of Film Integrity of Sealers on the Protection of Concrete from Deicer Scaling
Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 9
Abstract
This work reports the laboratory performance of five film-forming sealers that protect concrete from deicer scaling (15 freeze-thaw and wet-dry cycles in diluted NaCl or solution). Regardless of the presence or type of sealer, no apparent scaling occurred on the concretes exposed to 2.54% by weight solution, but there was significant reduction in their splitting tensile strength (up to 55% for the nontreated concrete). The best-performing sealer in mitigating this risk of strength reduction was the methyl methacrylate (MMA) polymer. For the concrete exposed to 3% by weight NaCl solution, the scaling resistance and ability of strength preservation were significantly improved by the presence of a sealer. Regardless of the sealer type, the initial rate of water absorption of surface-treated concretes was greatly reduced by the sealer by at least 68%. The water absorption behavior of the sealer-treated concrete showed a strong correlation with mass loss caused by salt scaling. The concrete samples treated by the epoxy sealer featured the lowest initial gas permeability coefficient and the lowest water absorption rates, attributable to the formation of a highly impermeable and hydrophobic surface layer. The surface scanning electron microscope (SEM) micrographs of sealer-treated concrete reveal the importance of the integrity of hardened sealer film in upholding the concrete’s resistance to the transport of waterborne and gaseous phases and the attack by chloride deicers and freeze-thaw cycles.
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Acknowledgments
The authors acknowledge the financial support provided by the Oregon DOT and the U.S. DOT Research and Innovative Technology Administration (RITA) through Alaska University Transportation Center (AUTC) and Western Transportation Institute (WTI). Part of this work was conducted in the State of Education Key Laboratory of Civil Engineering Materials and financially supported by the China National Science Foundation (51302191). The authors thank Transpo Industries, Inc., Kwik Bond Polymers, and Advanced Chemical Technologies, Inc., for donating their products to this study. They also extend their sincere gratitude to the students at WTI (Alexandra Pace, Yan Zhang, Elizabeth Selig, Yida Fang, Callie Martins, Stephen Mery, Amanda Olsen, and Peng Lei) for their assistance.
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© 2016 American Society of Civil Engineers.
History
Received: Aug 24, 2015
Accepted: Dec 28, 2015
Published online: Mar 21, 2016
Discussion open until: Aug 21, 2016
Published in print: Sep 1, 2016
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