Influence of Cement Replacement by Calcinated Kaolinitic and Montmorillonite Clays on the Properties of Mortars

dc.authoridAkis, Tolga/0000-0002-6754-4497
dc.authoridAl-Noaimat, Yazeed Afet/0000-0002-8607-2691
dc.authorscopusid58037406400
dc.authorscopusid55144319800
dc.contributor.authorAkış, Tolga
dc.contributor.authorAkis, Tolga
dc.contributor.otherCivil Engineering
dc.date.accessioned2024-07-05T15:22:30Z
dc.date.available2024-07-05T15:22:30Z
dc.date.issued2023
dc.departmentAtılım Universityen_US
dc.department-temp[Al-Noaimat, Yazeed A. A.] Atilim Univ, Grad Sch Nat & Appl Sci, Ankara, Turkiye; [Akis, Tolga] Atilim Univ, Dept Civil Engn, Ankara, Turkiyeen_US
dc.descriptionAkis, Tolga/0000-0002-6754-4497; Al-Noaimat, Yazeed Afet/0000-0002-8607-2691en_US
dc.description.abstractThis study aims to investigate the decomposition and pozzolanic reactivity of two different clays (kaolinitic and montmorillonite) from different origins and to determine their effects after calcination on the properties of cement mortars when used to replace Portland cement partially. Mineralogical and chemical compositions of the clay samples were determined using XRD (X-ray Diffractometer) and XRF (X-ray Fluorescence) tests, respectively. TG-DTA (Thermogravimetry-Differential Thermal Analyses) was used to determine the temperature profiles and the burning temperatures of the clays. The density and fineness of the burnt clays were also determined. In order to investigate the optimum material properties, different burning temperatures and replacement levels were considered. It was found that for all temperatures, the two burnt clays possess good pozzolanic activity. The highest compressive strength and lowest water absorption capacity were achieved when the clay determined as kaolinitic was burned at 700 & DEG;C and with 10% replacement level. While for the clay determined as montmorillonite, the optimum properties were obtained at 700 & DEG;C with a 20% substitution level. Kaolinite had better pozzolanic reactivity than montmorillonite, achieving higher strength performance with lower water absorption when partially replaced with cement. Moreover, it had compressive strength values even higher than plain cement.en_US
dc.identifier.citation3
dc.identifier.doi10.1007/s13369-023-08041-y
dc.identifier.endpage14057en_US
dc.identifier.issn2193-567X
dc.identifier.issn2191-4281
dc.identifier.issue10en_US
dc.identifier.scopus2-s2.0-85163958102
dc.identifier.scopusqualityQ1
dc.identifier.startpage14043en_US
dc.identifier.urihttps://doi.org/10.1007/s13369-023-08041-y
dc.identifier.urihttps://hdl.handle.net/20.500.14411/2211
dc.identifier.volume48en_US
dc.identifier.wosWOS:001019809300001
dc.identifier.wosqualityQ2
dc.language.isoenen_US
dc.publisherSpringer Heidelbergen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBlended cementen_US
dc.subjectSupplementary cementitious materialsen_US
dc.subjectCalcined clayen_US
dc.subjectKaoliniteen_US
dc.subjectMontmorilloniteen_US
dc.titleInfluence of Cement Replacement by Calcinated Kaolinitic and Montmorillonite Clays on the Properties of Mortarsen_US
dc.typeArticleen_US
dspace.entity.typePublication
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relation.isOrgUnitOfPublication.latestForDiscovery01fb4c5b-b45f-40c0-9a74-f0b3b6265a0d

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