Technical Papers
Nov 21, 2023

Beetroot Juice Additive in Chloride Brines Reduces Damage of Concrete Exposed to Freeze–Thaw Cycles

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 2

Abstract

This work investigated whether and how a common agro-based additive, beetroot juice, alters the detrimental effects of chloride brines on the durability of cement concrete, by evaluating the frost resistance of ordinary portland cement concrete in various chloride brines. The presence of beetroot juice greatly slowed the ingress of Cl ions and mitigated the leaching of Ca2+, thus effectively mitigating the scaling-induced mass loss, strength reduction, and gas permeability change of the concrete. The microscopic investigation, including scanning electron microscopy, Fourier-transform infrared spectroscopy, and electron probe microanalysis, also proved that beetroot juice mitigated the degradation of C-S-H gel and C-A-S-H gel on the concrete surface and inhibited the formation of oxychloride and trichloroaluminate crystals, as confirmed by the lower Na(Mg)/Ca and Na(Mg)/(Si+Al) molar ratios in the deicer-weathered concrete. This study sheds light on the mechanistic roles of beetroot juice in improving the frost resistance of concrete in chloride-laden cold regions.

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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.

Acknowledgments

The authors acknowledge the financial support by the National University Transportation Center sponsored by the US Department of Transportation (DOT), National Center for Transportation Infrastructure Durability and Life-Extension. The authors also thank the Wyoming Department of Transportation for donating the beetroot juice, and Dr. Mehdi Honarvarnazari for providing the FTIR and LC-MS results of the beetroot juice.

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Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 2February 2024

History

Received: Jan 30, 2023
Accepted: Jun 28, 2023
Published online: Nov 21, 2023
Published in print: Feb 1, 2024
Discussion open until: Apr 21, 2024

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Authors

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Research Scientist, Key Laboratory of Marine Environmental Corrosion and Bio-fouling, Institute of Oceanology, Chinese Academy of Sciences, Qingdao 266071, China; Postdoctoral Research Associate, National Center for Transportation Infrastructure Durability and Life-Extension, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164. ORCID: https://orcid.org/0000-0001-5287-5608. Email: [email protected]
Zhipeng Li, S.M.ASCE [email protected]
Graduate Research Assistant, National Center for Transportation Infrastructure Durability and Life-Extension, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164. Email: [email protected]
Graduate Research Assistant, National Center for Transportation Infrastructure Durability and Life-Extension, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164; Assistant Professor, School of Civil Engineering and Mechanics, Yanshan Univ., Qinhuangdao 066004, China. ORCID: https://orcid.org/0000-0001-6696-082X. Email: [email protected]
Director and Professor, National Center for Transportation Infrastructure Durability and Life-Extension, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99164 (corresponding author). ORCID: https://orcid.org/0000-0003-3576-8952. Email: [email protected]

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