Durability and Self-Sealing Examination of Concretes Modified with Crystalline Waterproofing Admixtures

dc.contributor.authorAzarsa, Pejman
dc.contributor.authorGupta, Rishi
dc.contributor.authorAzarsa, Peiman
dc.contributor.authorBiparva, Alireza
dc.date.accessioned2021-12-22T00:05:23Z
dc.date.available2021-12-22T00:05:23Z
dc.date.copyright2021en_US
dc.date.issued2021
dc.descriptionThe authors would like to thank Kryton International Inc., especially Kevin Yures, for engaging in the project and for providing materials in kind.en_US
dc.description.abstractRepairing concrete structures costs billions of dollars every year all around the globe. For overcoming durability concerns and creating enduring economical structures, chemical admixtures, as a unique solution, have recently attracted a lot of interest. As permeability of a concrete structure is considered to play a significant role in its durability, Permeability Reducing Admixtures (PRA) is one of the ideal solutions for protecting structures exposed to water and waterborne chemicals. Different products have been developed to protect concrete structures against water penetration, which, based on their chemistry, performance, and functionality, have been categorized into PRA. As it has previously been tested by authors and proven to be a promising solution, a hydrophilic Crystalline Waterproofing Admixtures (CWA) has been considered for this study. This paper aims to investigate how this product affects concrete’s overall freeze–thaw resistance, self-sealing, and corrosion resistance. Various testing methods have been utilized to examine the performance of CWA mixtures, including the linear polarization resistance, resonance frequency testing, half-cell potential, and self-sealing test. The reinforcement corrosion potential and rate measurements indicated superior performance for CWA-treated samples. After being exposed to 300 freeze–thaw cycles, concrete mixes containing CWA—even non-air-entrained ones—showed a Durability Factor (DF) of more than 80% with no signs of failure, while non-air-entrained control samples indicated the lowest DF (below 60%) but the greatest mass loss. The major causes are a reduction in solution permeability and lack of water availability in the concrete matrix—due to the presence of CWA crystals. Furthermore, evidence from the self-sealing test suggests that CWA-treated specimens can seal wider cracks and at a faster rate.en_US
dc.description.reviewstatusRevieweden_US
dc.description.scholarlevelFacultyen_US
dc.description.sponsorshipThis research received no external funding.en_US
dc.identifier.citationAzarsa, P., Gupta, R., Azarsa, P., & Biparva, A. (2021). Durability and self-sealing examination of concretes modified with crystalline waterproofing admixtures. Materials, 14(21), 6508-6536. doi.org/10.3390/ma14216508.en_US
dc.identifier.urihttps://doi.org/10.3390/ma14216508
dc.identifier.urihttp://hdl.handle.net/1828/13634
dc.language.isoenen_US
dc.publisherMaterialsen_US
dc.subjectcrystalline waterproofing admixtures (CWA)en_US
dc.subjectdurability of cement-based materialsen_US
dc.subjectpermeability reducing admixtures (PRA)en_US
dc.subjectfreeze-thaw resistanceen_US
dc.subjectsteel reinforcement corrosionen_US
dc.subjectself-sealingen_US
dc.titleDurability and Self-Sealing Examination of Concretes Modified with Crystalline Waterproofing Admixturesen_US
dc.typeArticleen_US

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