Properties of Mortars with Natural Pozzolana and Limestone-Based Blended Cements

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dc.authoridGesoglu, Mehmet/0000-0002-6731-6718
dc.authoridMermerdas, Kasim/0000-0002-1274-6016
dc.authoridGuneyisi, Erhan/0000-0003-2666-2769
dc.contributor.authorGuneyisi, Erhan
dc.contributor.authorGesoglu, Mehmet
dc.contributor.authorOzturan, Turan
dc.contributor.authorMermerdas, Kasim
dc.contributor.authorOzbay, Erdogan
dc.date.accessioned2024-09-18T20:04:34Z
dc.date.available2024-09-18T20:04:34Z
dc.date.issued2011
dc.departmentHatay Mustafa Kemal Üniversitesien_US
dc.description.abstractThis paper presents the results of an experimental investigation on the consistency, compressive strength, water sorptivity, chloride ion permeability, electrical resistivity, and sulfate resistance of mortars made with plain and blended cements. Plain (CEM I 42.5 R) and blended cements, including portland pozzolana cements (CEM II A-P 42.5 R and CEM II B-P 32.5 R) and portland limestone cements (CEM II A-LL 42.5 and CEM II B-LL 32.5 R), were used in this study. Mortars with three different water-cement ratios (w/c) of 0.420, 0.485, and 0.550 were produced by using the plain and blended cements. In all the mixtures, the cement:sand ratio was kept constant at 1:2.75 by weight. The compressive strengths of the mortar specimens were tested at 1, 3, 7, 28, 90, and 180 days. Moreover, the water sorptivity, chloride ion permeability, and electrical resistivity of the mortar specimens were measured at 7, 28, 90, and 180 days. The sulfate resistance of the mortars was evaluated by the length change of the mortar specimens up to 30 weeks of exposure. The test results revealed that the use of blended cements decreased the water sorptivity and chloride ion permeability while increasing the electrical resistivity and sulfate resistance of the mortars at later ages compared to the normal portland cements.en_US
dc.description.sponsorshipTurkish Cement Manufacturers' Association (TCMA) [UNIPR-06/01]en_US
dc.description.sponsorshipThe authors would like to thank the Turkish Cement Manufacturers' Association (TCMA) for its financial support under Grant Number UNIPR-06/01. Moreover, the assistance of V. Kiris, O. F. Camuzcu, and A. Aksoy during the laboratory phase of this study is gratefully appreciated.en_US
dc.identifier.endpage500en_US
dc.identifier.issn0889-325X
dc.identifier.issue5en_US
dc.identifier.scopus2-s2.0-80054087638en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage493en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12483/8255
dc.identifier.volume108en_US
dc.identifier.wosWOS:000295765700004en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherAmer Concrete Insten_US
dc.relation.ispartofAci Materials Journalen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectblended cementen_US
dc.subjectcompressive strengthen_US
dc.subjectdurabilityen_US
dc.subjectelectrical propertiesen_US
dc.subjectmortaren_US
dc.titleProperties of Mortars with Natural Pozzolana and Limestone-Based Blended Cementsen_US
dc.typeArticleen_US

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