Effect of limestone powder on the rheological, mechanical and durability properties of ECC

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dc.authoridTurk, Kazim/0000-0002-6314-9465
dc.authoridDemirhan, Serhat/0000-0001-5448-9495
dc.authorwosidTurk, Kazim/AAB-7513-2019
dc.contributor.authorTurk, Kazim
dc.contributor.authorDemirhan, Serhat
dc.date.accessioned2024-08-04T20:41:32Z
dc.date.available2024-08-04T20:41:32Z
dc.date.issued2017
dc.departmentİnönü Üniversitesien_US
dc.description.abstractThis paper presents the results of an investigation on the influence of a replacement of limestone powder (LSP) by silica sand (SS) on properties of engineered cementitious composites (ECC). For this purpose, five different ECC mixtures were adopted: ECC mixture with only SS (M1) for control purposes and four ECC mixtures in which SS is partially replaced by four levels of replacements (25, 50, 75 and 100% by weight of total SS) of LSP. The mechanical properties of ECC were investigated for 3, 28 and 90 days, while the durability tests were performed for 90 days. It was concluded that increase in LSP content resulted in a decrease in fluidity of ECC mixtures indicating longer flow times. Increase in the LSP content had a positive effect on the performance of the compressive strength, fracture toughness and flexural strength at the ages of 3 and 28 days, while this was not valid at the age of 90 days when compared to the reference mixture M1. Moreover, it can be said that the use of LSP instead of SS in ECC mixtures had the positive effect on ductility and good dispersion of fibres due to its fine particle structure compared to SS. On the other hand, the mass loss due to acid attack and the sorptivity coefficient of ECC specimens decreased, while the carbonation resistance increased in all ECC mixes compared to the reference mixture M1 with only SS when LSP content in ECC mixtures increased.en_US
dc.description.sponsorshipScientific Research Projects Committee of Harran University [HUBAK-1195]en_US
dc.description.sponsorshipThis work was supported by the Scientific Research Projects Committee of Harran University [Project number HUBAK-1195].en_US
dc.identifier.doi10.1080/19648189.2016.1150902
dc.identifier.endpage1170en_US
dc.identifier.issn1964-8189
dc.identifier.issn2116-7214
dc.identifier.issue9en_US
dc.identifier.scopus2-s2.0-84959064787en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage1151en_US
dc.identifier.urihttps://doi.org/10.1080/19648189.2016.1150902
dc.identifier.urihttps://hdl.handle.net/11616/97190
dc.identifier.volume21en_US
dc.identifier.wosWOS:000404685900006en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherTaylor & Francis Ltden_US
dc.relation.ispartofEuropean Journal of Environmental and Civil Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectlimestone powderen_US
dc.subjectsilica sanden_US
dc.subjectengineered cementitious composites (ECC)en_US
dc.subjectwater absorptionen_US
dc.subjectacid attacken_US
dc.subjectcarbonation depthen_US
dc.titleEffect of limestone powder on the rheological, mechanical and durability properties of ECCen_US
dc.typeArticleen_US

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