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dc.contributor.authorSevim, Umur Korkut
dc.contributor.authorÖztürk, Murat
dc.contributor.authorÖntürk, Sadettin
dc.contributor.authorBankir, Müzeyyen Balçıkanlı
dc.date.accessioned12.07.201910:50:10
dc.date.accessioned2019-07-12T22:05:53Z
dc.date.available12.07.201910:50:10
dc.date.available2019-07-12T22:05:53Z
dc.date.issued2019
dc.identifier.citationSevim, U.K., Ozturk, M., Onturk, S., Balcikanli Bankir, M. (2019). Utilization of boron waste borogypsum in mortar. Journal of Building Engineering, 22, pp. 496-503. https://doi.org/10.1016/j.jobe.2019.01.015
dc.identifier.issn2352-7102
dc.identifier.urihttps://doi.org/10.1016/j.jobe.2019.01.015
dc.identifier.urihttps://hdl.handle.net/20.500.12508/576
dc.descriptionWOS: 000457639900043en_US
dc.description.abstractIn this study, mortars containing borogypsum (MCB) were investigated to understand the effect of borogypsum on mortars and if borogypsum could be used as a mineral admixture in the mortars. Borogypsum were replaced with cement at 0%, 3%, 5%, 10% and 15% by mass. Flow table, flexural and compressive strength, abrasion, carbonation, sorptivity and shrinkage tests were conducted to the mortar samples including borogypsum. According to the test results, 3% and 5% replacement of borogypsum with cement resulted in increases in compressive and tensile strengths of the mortars and 10% borogypsum containing reached a high compressive strength but at later ages, these replacements resulted in a decrease in abrasion and deepness of being carbonated of the mortars. It was seen that the increased borogypsum decreased the consistency of the mortars. It was also observed that addition of borogypsum decreased shrinkage of the mortars which were studied up to the 28th day. Thus, borogypsum is recommended to be used as an admixture 5-10% of cement by mass in the mortar. The variance analysis of the hardened properties of mortar is also determined by using Response Surface Methodology (RSM) regression models. According to ANOVA results, it was determined that the flexural and compressive strength was directly affected by the borogypsum replacement ratio. It was determined from the ANOVA analysis, in which the double effect of both borogypsum and cement amount is higher than individual effects.en_US
dc.language.isoengen_US
dc.publisherElsevieren_US
dc.relation.isversionof10.1016/j.jobe.2019.01.015en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBorogypsumen_US
dc.subjectAbrasionen_US
dc.subjectCarbonationen_US
dc.subjectSorptivityen_US
dc.subjectShrinkageen_US
dc.subject.classificationConstruction & Building Technology
dc.subject.classificationEngineering
dc.subject.classificationCivil
dc.subject.classificationColemanite | Ulexite | Borax
dc.subject.otherCement
dc.subject.otherAdmixtures
dc.subject.otherColemanite
dc.subject.otherShrinkage
dc.subject.otherConcrete
dc.subject.otherStrength
dc.subject.otherAnalysis of variance (ANOVA)
dc.subject.otherBoron
dc.subject.otherCarbonation
dc.subject.otherCements
dc.subject.otherCompressive strength
dc.subject.otherRegression analysis
dc.subject.otherShrinkage
dc.subject.otherTensile strength
dc.subject.otherCompressive and tensile strengths
dc.subject.otherHardened properties
dc.subject.otherMineral admixtures
dc.subject.otherReplacement ratio
dc.subject.otherResponse surface methodology
dc.subject.otherSorptivity
dc.subject.otherVariance analysis
dc.subject.otherMortar
dc.titleUtilization of boron waste borogypsum in mortaren_US
dc.typearticleen_US
dc.relation.journalJournal of Building Engineeringen_US
dc.contributor.departmentMühendislik ve Doğa Bilimleri Fakültesi -- İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume22en_US
dc.identifier.startpage496en_US
dc.identifier.endpage503en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.contributor.isteauthorSevim, Umur Korkut
dc.contributor.isteauthorÖztürk, Murat
dc.contributor.isteauthorÖntürk, Sadettin
dc.contributor.isteauthorBankir, Müzeyyen Balçıkanlı
dc.relation.indexWeb of Science - Scopusen_US
dc.relation.indexWeb of Science Core Collection - Science Citation Index Expanded


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