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

dc.authorid Akis, Tolga/0000-0002-6754-4497
dc.authorid Al-Noaimat, Yazeed Afet/0000-0002-8607-2691
dc.authorscopusid 58037406400
dc.authorscopusid 55144319800
dc.contributor.author Al-Noaimat, Yazeed A. A.
dc.contributor.author Akis, Tolga
dc.contributor.other Civil Engineering
dc.date.accessioned 2024-07-05T15:22:30Z
dc.date.available 2024-07-05T15:22:30Z
dc.date.issued 2023
dc.department Atılım University en_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, Turkiye en_US
dc.description Akis, Tolga/0000-0002-6754-4497; Al-Noaimat, Yazeed Afet/0000-0002-8607-2691 en_US
dc.description.abstract This 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.citationcount 3
dc.identifier.doi 10.1007/s13369-023-08041-y
dc.identifier.endpage 14057 en_US
dc.identifier.issn 2193-567X
dc.identifier.issn 2191-4281
dc.identifier.issue 10 en_US
dc.identifier.scopus 2-s2.0-85163958102
dc.identifier.scopusquality Q1
dc.identifier.startpage 14043 en_US
dc.identifier.uri https://doi.org/10.1007/s13369-023-08041-y
dc.identifier.uri https://hdl.handle.net/20.500.14411/2211
dc.identifier.volume 48 en_US
dc.identifier.wos WOS:001019809300001
dc.identifier.wosquality Q2
dc.institutionauthor Akış, Tolga
dc.language.iso en en_US
dc.publisher Springer Heidelberg en_US
dc.relation.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
dc.rights info:eu-repo/semantics/closedAccess en_US
dc.scopus.citedbyCount 8
dc.subject Blended cement en_US
dc.subject Supplementary cementitious materials en_US
dc.subject Calcined clay en_US
dc.subject Kaolinite en_US
dc.subject Montmorillonite en_US
dc.title Influence of Cement Replacement by Calcinated Kaolinitic and Montmorillonite Clays on the Properties of Mortars en_US
dc.type Article en_US
dc.wos.citedbyCount 7
dspace.entity.type Publication
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