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

dc.authorscopusid57221910208
dc.authorscopusid55766955500
dc.authorscopusid8396418500
dc.contributor.authorTutkun,B.
dc.contributor.authorBeglarigale,A.
dc.contributor.authorYazici,H.
dc.contributor.otherİnşaat Mühendisliği / Civil Engineering
dc.date.accessioned2024-05-25T12:18:13Z
dc.date.available2024-05-25T12:18:13Z
dc.date.issued2022
dc.departmentOkan Universityen_US
dc.department-tempTutkun 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, Turkeyen_US
dc.description.abstractWaste 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. © 2021en_US
dc.description.sponsorshipTÜBİTAK; Türkiye Bilimsel ve Teknolojik Araştirma Kurumu, TÜBITAK, (119M201)en_US
dc.identifier.citation5
dc.identifier.doi10.1016/j.conbuildmat.2021.126076
dc.identifier.issn0950-0618
dc.identifier.scopus2-s2.0-85121277483
dc.identifier.scopusqualityQ1
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2021.126076
dc.identifier.urihttps://hdl.handle.net/20.500.14517/1666
dc.identifier.volume319en_US
dc.identifier.wosqualityQ1
dc.institutionauthorBeglarigale A.
dc.institutionauthorBeglarigale, Ahsanollah
dc.language.isoen
dc.publisherElsevier Ltden_US
dc.relation.ispartofConstruction and Building Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAlkali-silica reaction (ASR)en_US
dc.subjectHigh-performance mortaren_US
dc.subjectPermeabilityen_US
dc.subjectPessimum effecten_US
dc.subjectSanitary ware ceramic wasteen_US
dc.titleAlkali-silica reaction of sanitary ware ceramic wastes utilized as aggregate in ordinary and high-performance mortarsen_US
dc.typeArticleen_US
dspace.entity.typePublication
relation.isAuthorOfPublication166b59dc-8f1a-4563-9548-1046d3e5461a
relation.isAuthorOfPublication.latestForDiscovery166b59dc-8f1a-4563-9548-1046d3e5461a
relation.isOrgUnitOfPublication43a00f20-ca47-4515-b3a3-db2c86320ff6
relation.isOrgUnitOfPublication.latestForDiscovery43a00f20-ca47-4515-b3a3-db2c86320ff6

Files