Comparison of recycled glass and recycled concrete aggregates bearing mortar mixtures exposed to high temperature, abrasion and drying

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dc.contributor.authorBeglarigale, Ahsanollah
dc.contributor.authorYazıcı, Halit
dc.contributor.authorRamyar, Kambiz
dc.contributor.buuauthorMardani, Ali Aghabaglou
dc.contributor.departmentUludağ Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü.tr_TR
dc.contributor.orcid0000-0003-0326-5015tr_TR
dc.contributor.researcheridC-7860-2015tr_TR
dc.contributor.researcheridAAJ-6415-2021tr_TR
dc.contributor.scopusid57669486700tr_TR
dc.date.accessioned2023-11-10T10:21:21Z
dc.date.available2023-11-10T10:21:21Z
dc.date.issued2018
dc.description.abstractIn this study, the effects of recycled glass (RG) and recycled concrete (RC) fine aggregates on the drying-shrinkage, carbonation, high temperature and abrasion resistance of mortar mixtures were investigated comparatively. In addition, durability performance of the mortar mixtures was investigated through micro-structural analysis. For this purpose, 9 different mortar mixtures were prepared by replacing 25, 50, 75 and 100 wt.% of crushed-limestone fine aggregate with recycled glass and recycled concrete aggregates. Except for the abrasion resistance, the RG mixtures showed better durability performance than the control mixture. However, the RC mixtures containing more than 50% recycled aggregate showed lower performance than the control mixture.en_US
dc.identifier.citationMardani, A. A. vd. (2018). ''Comparison of recycled glass and recycled concrete aggregates bearing mortar mixtures exposed to high temperature, abrasion and drying''. Journal of Green Building, 13(4), 39-59.en_US
dc.identifier.endpage59tr_TR
dc.identifier.issn1552-6100
dc.identifier.issn1943-4618
dc.identifier.issue4tr_TR
dc.identifier.scopus2-s2.0-85065043602tr_TR
dc.identifier.startpage39tr_TR
dc.identifier.urihttps://doi.org/10.3992/1943-4618.13.4.39
dc.identifier.urihttps://meridian.allenpress.com/jgb/article/13/4/39/116283/COMPARISON-OF-RECYCLED-GLASS-AND-RECYCLED-CONCRETE
dc.identifier.urihttp://hdl.handle.net/11452/34841
dc.identifier.volume13tr_TR
dc.identifier.wos000448986100003tr_TR
dc.indexed.scopusScopusen_US
dc.indexed.wosAHCIen_US
dc.language.isoenen_US
dc.publisherCollage Puplishingen_US
dc.relation.collaborationYurt içitr_TR
dc.relation.journalJournal of Green Buildingen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergitr_TR
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectArchitectureen_US
dc.subjectRecyclingen_US
dc.subjectHigh temperatureen_US
dc.subjectAbrasion resistanceen_US
dc.subjectDrying-shrinkageen_US
dc.subjectSelf-compacting concreteen_US
dc.subjectPartial replacementen_US
dc.subjectConsolidating concreteen_US
dc.subjectElevated-temperaturesen_US
dc.subjectDemolition wasteen_US
dc.subjectFresh propertiesen_US
dc.subjectPortland-cementen_US
dc.subjectFine aggregateen_US
dc.subjectPart-I.en_US
dc.subjectDurabilityen_US
dc.subjectAbrasionen_US
dc.subjectCarbonationen_US
dc.subjectConcrete mixturesen_US
dc.subjectDryingen_US
dc.subjectErosionen_US
dc.subjectGlassen_US
dc.subjectLimeen_US
dc.subjectMixturesen_US
dc.subjectMortaren_US
dc.subjectShrinkageen_US
dc.subjectWear resistanceen_US
dc.subjectControl mixturesen_US
dc.subjectCrushed limestoneen_US
dc.subjectDrying shrinkagesen_US
dc.subjectDurability performanceen_US
dc.subjectHigh temperatureen_US
dc.subjectRecycled aggregatesen_US
dc.subjectRecycled concrete aggregatesen_US
dc.subjectRecycled concretesen_US
dc.subjectConcrete aggregatesen_US
dc.subjectDurabilityen_US
dc.subject.scopusConcrete Aggregates; Construction and Demolition Waste; Mechanical Propertiesen_US
dc.subject.wosArchitectureen_US
dc.titleComparison of recycled glass and recycled concrete aggregates bearing mortar mixtures exposed to high temperature, abrasion and dryingen_US
dc.typeArticle
dc.wos.quartileQ1en_US

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