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dc.contributor.authorSevim, Ozer
dc.contributor.authorDemir, Ilhami
dc.date.accessioned2020-06-25T18:34:21Z
dc.date.available2020-06-25T18:34:21Z
dc.date.issued2019
dc.identifier.citationclosedAccessen_US
dc.identifier.issn0958-9465
dc.identifier.issn1873-393X
dc.identifier.urihttps://doi.org/10.1016/j.cemconcomp.2018.11.017
dc.identifier.urihttps://hdl.handle.net/20.500.12587/7874
dc.descriptionSevim, Ozer/0000-0001-8535-2344; Demir, Ilhami/0000-0002-8230-4053en_US
dc.descriptionWOS: 000457506100025en_US
dc.description.abstractGradation of powder materials is often avoided in pozzolanic materials, such as fly ash and slag. Without good gradation, powder materials result in high void ratios similar to the case of aggregates and the products obtained after hydration would still have voids. It is therefore necessary to optimize the particle size distributions (PSDs) of pozzolanic materials for improved compactness. This study calculated the PSDs of fly ash using a vacuum sieve in accordance with the Dinger-Funk PSD modulus. The optimal PSD was defined, and the compressive strength of fly ash-blended cement mortars at 7, 28 and 90 days was explored. Properties including water absorption capacity, dry density, rapid chloride permeability and consistency of mortars having optimized fly ash compositions were analysed by varying the replacement levels. Results reveal that the water absorption capacity of the optimized fly ash-blended cement mortar was lower than that of the blended cement mortar having non-optimized fly ash. Moreover, at 90 days, the chloride permeability of the cement mortar blended with optimized fly-ash improved up to 39.1% when compared to that of blended cement mortar having non-optimized fly ash. The results showed that it is possible to use 20% optimized fly ash instead of 10% non-optimized fly ash by simply changing the PSD of fly ash used. Findings of this study clearly show that even slight modifications in the PSDs of pozzolanic materials can make marked contributions to the certain properties of mortars.en_US
dc.description.sponsorshipScientific and Technical Research Council of Turkey (TUBITAK)Turkiye Bilimsel ve Teknolojik Arastirma Kurumu (TUBITAK) [215M081]en_US
dc.description.sponsorshipThe authors gratefully acknowledge the financial assistance of the Scientific and Technical Research Council of Turkey (TUBITAK) provided under Project: 215M081.en_US
dc.language.isoengen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.isversionof10.1016/j.cemconcomp.2018.11.017en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectFly ashen_US
dc.subjectParticle size distributionen_US
dc.subjectHigh compactnessen_US
dc.subjectWater absorptionen_US
dc.subjectDry densityen_US
dc.subjectRapid chloride permeabilityen_US
dc.titlePhysical and permeability properties of cementitious mortars having fly ash with optimized particle size distributionen_US
dc.typearticleen_US
dc.contributor.departmentKırıkkale Üniversitesien_US
dc.identifier.volume96en_US
dc.identifier.startpage266en_US
dc.identifier.endpage273en_US
dc.relation.journalCement & Concrete Compositesen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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