Publication:
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.departmentMühendislik Fakültesi
dc.contributor.departmentİnşaat Mühendisliği Bölümü
dc.contributor.orcid0000-0003-0326-5015
dc.contributor.researcheridC-7860-2015
dc.contributor.researcheridAAJ-6415-2021
dc.contributor.scopusid57669486700
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.
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.
dc.identifier.endpage59
dc.identifier.issn1552-6100
dc.identifier.issn1943-4618
dc.identifier.issue4
dc.identifier.scopus2-s2.0-85065043602
dc.identifier.startpage39
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.volume13
dc.identifier.wos000448986100003
dc.indexed.wosAHCI
dc.language.isoen
dc.publisherCollage Puplishing
dc.relation.collaborationYurt içi
dc.relation.journalJournal of Green Building
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectArchitecture
dc.subjectRecycling
dc.subjectHigh temperature
dc.subjectAbrasion resistance
dc.subjectDrying-shrinkage
dc.subjectSelf-compacting concrete
dc.subjectPartial replacement
dc.subjectConsolidating concrete
dc.subjectElevated-temperatures
dc.subjectDemolition waste
dc.subjectFresh properties
dc.subjectPortland-cement
dc.subjectFine aggregate
dc.subjectPart-I.
dc.subjectDurability
dc.subjectAbrasion
dc.subjectCarbonation
dc.subjectConcrete mixtures
dc.subjectDrying
dc.subjectErosion
dc.subjectGlass
dc.subjectLime
dc.subjectMixtures
dc.subjectMortar
dc.subjectShrinkage
dc.subjectWear resistance
dc.subjectControl mixtures
dc.subjectCrushed limestone
dc.subjectDrying shrinkages
dc.subjectDurability performance
dc.subjectHigh temperature
dc.subjectRecycled aggregates
dc.subjectRecycled concrete aggregates
dc.subjectRecycled concretes
dc.subjectConcrete aggregates
dc.subjectDurability
dc.subject.scopusConcrete Aggregates; Construction and Demolition Waste; Mechanical Properties
dc.subject.wosArchitecture
dc.titleComparison of recycled glass and recycled concrete aggregates bearing mortar mixtures exposed to high temperature, abrasion and drying
dc.typeArticle
dc.wos.quartileQ1
dspace.entity.typePublication
local.contributor.departmentMühendislik Fakültesi/İnşaat Mühendisliği Bölümü
local.indexed.atScopus
local.indexed.atWOS

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