Please use this identifier to cite or link to this item: http://hdl.handle.net/11452/31718
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dc.contributor.authorBeglarigale, Ahsanollah-
dc.contributor.authorYazici, Halit-
dc.contributor.authorRamyar, Kambiz-
dc.date.accessioned2023-03-23T11:44:12Z-
dc.date.available2023-03-23T11:44:12Z-
dc.date.issued2016-11-15-
dc.identifier.citationMardani, A. vd. (2019). ''Transport properties and freeze-thaw resistance of mortar mixtures containing recycled concrete and glass aggregates''. European Journal of Environmental and Civil Engineering, 23(1), 53-69.en_US
dc.identifier.issn1964-8189-
dc.identifier.issn2116-7214-
dc.identifier.urihttps://doi.org/10.1080/19648189.2016.1262289-
dc.identifier.urihttps://www.tandfonline.com/doi/full/10.1080/19648189.2016.1262289-
dc.identifier.urihttp://hdl.handle.net/11452/31718-
dc.description.abstractThe effects of recycled glass (RG) and recycled concrete (RC) fine aggregates on the compressive strength, ultrasonic pulse velocity, dynamic elastic modulus, transport properties and freeze-thaw resistance of mortar mixture were investigated comparatively. Nine different mortar mixtures were prepared by partial replacement of crushed-limestone fine aggregate with recycled aggregates. Compared to that of the control mixture, the transport properties of RC aggregate-bearing mixtures inversely affected with increasing the replacement level of this aggregate. The opposite results were obtained in RG aggregate-containing mixtures. Frost resistance of mortar mixture improved by using both of the recycled aggregates. Improvement of frost resistance of RC mixtures was attributed to the presence of improved Interfacial transition zone between matrix and coarse aggregate (ITZ) in RC-bearing mixture and to the high number of pores existing in the well-distributed RC aggregates in the mixture. Perhaps, these pores provide additional sites for the water escaped from capillary pores upon ice formation.en_US
dc.language.isoenen_US
dc.publisherTaylor & Francisen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectEngineeringen_US
dc.subjectRecycled aggregateen_US
dc.subjectCompressive strengthen_US
dc.subjectTransport propertiesen_US
dc.subjectDurability performanceen_US
dc.subjectWaste glassen_US
dc.subjectDurabilityen_US
dc.subjectPerformanceen_US
dc.subjectReplacementen_US
dc.subjectCementen_US
dc.subjectFreshen_US
dc.subjectCompressive strengthen_US
dc.subjectConcrete aggregatesen_US
dc.subjectConcrete mixturesen_US
dc.subjectDurabilityen_US
dc.subjectElastic modulien_US
dc.subjectElectron transport propertiesen_US
dc.subjectFrost resistanceen_US
dc.subjectGlassen_US
dc.subjectLimeen_US
dc.subjectMixturesen_US
dc.subjectMortaren_US
dc.subjectRecyclingen_US
dc.subjectThawingen_US
dc.subjectTransport propertiesen_US
dc.subjectDynamic elastic modulien_US
dc.subjectFreeze-thaw resistanceen_US
dc.subjectInterfacial transition zoneen_US
dc.subjectPartial replacementen_US
dc.subjectRecycled aggregatesen_US
dc.subjectRecycled concretesen_US
dc.subjectUltrasonic pulse velocityen_US
dc.subjectAggregatesen_US
dc.titleTransport properties and freeze-thaw resistance of mortar mixtures containing recycled concrete and glass aggregatesen_US
dc.typeArticleen_US
dc.identifier.wos000462984400003tr_TR
dc.identifier.scopus2-s2.0-84997610113tr_TR
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergitr_TR
dc.contributor.departmentBursa Uludağ Üniversitesi/Mühendislik Fakültesi/İnşaat Mühendisliği Bölümü.tr_TR
dc.contributor.orcid0000-0003-0326-5015tr_TR
dc.identifier.startpage53tr_TR
dc.identifier.endpage69tr_TR
dc.identifier.volume23tr_TR
dc.identifier.issue1tr_TR
dc.relation.journalEuropean Journal of Environmental and Civil Engineeringen_US
dc.contributor.buuauthorMardani-Aghabaglou, Ali-
dc.contributor.researcheridAAJ-6415-2021tr_TR
dc.relation.collaborationYurt içitr_TR
dc.subject.wosEngineering, civiltr_TR
dc.subject.wosEngineering, geologicalen_US
dc.indexed.wosSCIEen_US
dc.indexed.scopusScopusen_US
dc.wos.quartileQ2 (Engineering, civil)en_US
dc.wos.quartileQ3en_US
dc.contributor.scopusid57669486700tr_TR
dc.subject.scopusConcrete Aggregates; Construction and Demolition Waste; Mechanical Propertiesen_US
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