Alkali-silica reaction of sanitary ware ceramic wastes utilized as aggregate in ordinary and high-performance mortars

dc.authorscopusid 57221910208
dc.authorscopusid 55766955500
dc.authorscopusid 8396418500
dc.contributor.author Tutkun,B.
dc.contributor.author Beglarigale,A.
dc.contributor.author Yazici,H.
dc.date.accessioned 2024-05-25T12:18:13Z
dc.date.available 2024-05-25T12:18:13Z
dc.date.issued 2022
dc.department Okan University en_US
dc.department-temp Tutkun B., Department of Civil Engineering, Dokuz Eylül University, Buca, İzmir, Turkey; Beglarigale A., Department of Civil Engineering, Istanbul Okan University, Tuzla, Istanbul, Turkey; Yazici H., Department of Civil Engineering, Dokuz Eylül University, Buca, İzmir, Turkey en_US
dc.description.abstract Waste management has been the foremost concern in the last decades. Utilizing sanitary ware ceramic (SWC) wastes in concrete has been found to be beneficial in terms of sustainability and cost in previous studies; however, deleterious alkali-silica reaction (ASR) potential of this waste aggregate, albeit it's high SiO2 content, has not been taken into account. This study aims to examine ASR potential of SWC wastes as well as the effects of permeability, w/c ratio, and reactive powder content of mixtures on the ASR-induced expansions in detail. Accelerated mortar bar, total and capillary water absorptions, and chloride ion penetration tests were conducted for %20, %40, %60, %80, and %100 replacement ratios at the first part of the study. The SWC aggregate showed ASR-induced expansions in “pessimum proportions”. With a 9-day delay, similar patterns (trends) of ASR expansions were observed in the mixtures with a w/c ratio of 0.3 as compared with those of 0.5 w/c ratio. While the ASR expansions had meaningful relations with the water absorption tests and w/c ratio, there was no noteworthy correlation with the rapid chloride ion penetration test results, since the SWC aggregate effected the properties of pore solution. The effect of the finer grains of the SWC aggregate on ASR was investigated in the second part of the study. For this purpose, the SWC aggregate finer than 250 µm was replaced with same sized limestone aggregate. The results revealed that the finer grains of SWC aggregate were responsible for the reductions observed in the first part of the study not due to “pessimum effect” phenomenon but rather to the pozzolanic activity of the finer grains. © 2021 en_US
dc.description.sponsorship TÜBİTAK; Türkiye Bilimsel ve Teknolojik Araştirma Kurumu, TÜBITAK, (119M201) en_US
dc.identifier.citationcount 5
dc.identifier.doi 10.1016/j.conbuildmat.2021.126076
dc.identifier.issn 0950-0618
dc.identifier.scopus 2-s2.0-85121277483
dc.identifier.scopusquality Q1
dc.identifier.uri https://doi.org/10.1016/j.conbuildmat.2021.126076
dc.identifier.uri https://hdl.handle.net/20.500.14517/1666
dc.identifier.volume 319 en_US
dc.identifier.wosquality Q1
dc.institutionauthor Beglarigale A.
dc.language.iso en
dc.publisher Elsevier Ltd en_US
dc.relation.ispartof Construction and Building Materials en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.scopus.citedbyCount 7
dc.subject Alkali-silica reaction (ASR) en_US
dc.subject High-performance mortar en_US
dc.subject Permeability en_US
dc.subject Pessimum effect en_US
dc.subject Sanitary ware ceramic waste en_US
dc.title Alkali-silica reaction of sanitary ware ceramic wastes utilized as aggregate in ordinary and high-performance mortars en_US
dc.type Article en_US
dspace.entity.type Publication

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