Use of binary and ternary cementitious blends of F-Class fly-ash and limestone powder to mitigate alkali-silica reaction risk

Basit Öğe Kaydı
dc.authoridTurk, Kazim/0000-0002-6314-9465
dc.authoridKina, Ceren/0000-0002-2054-3323
dc.authoridKina, Ceren/0000-0002-2054-3323
dc.authorwosidTurk, Kazim/AAB-7513-2019
dc.authorwosidKina, Ceren/KIE-5891-2024
dc.authorwosidKina, Ceren/KRP-5310-2024
dc.contributor.authorTurk, Kazim
dc.contributor.authorKina, Ceren
dc.contributor.authorBagdiken, Mahmut
dc.date.accessioned2024-08-04T20:43:13Z
dc.date.available2024-08-04T20:43:13Z
dc.date.issued2017
dc.departmentİnönü Üniversitesien_US
dc.description.abstractThe aim of this paper was to investigate the effects of binary and ternary cementitious systems including Portland Cement (PC), F-Class fly ash (FA) and limestone powder (LSP) to suppress expansion caused by alkali-silica reaction (ASR). Mortar prisms were prepared with potentially deleterious aggregates and tested by using Mortar-Bar Method according to ASTM C 1260. To evaluate the effect of FA and LSP on the suppression of ASR in mortar, ten different types of mortar were cast with combination of different dosages of FA and LSP as binary and ternary blend systems (partial replacement of PC) while the control mortar consisted of only PC as binder. Moreover, the Scanning Electron Microscopy (SEM) was carried out to interpret the microstructure. It was found that the reduction of ASR expansion rate due to increase in LSP content was more prominent compared to the increase of FA content in the binary blends system. Finally, the mixture containing ternary blends of 20% FA/LSP were in general more effective to mitigate the ASR risk for 14 days compared to all mortars. (C) 2017 Elsevier Ltd. All rights reserved.en_US
dc.description.sponsorshipScientific Research Projects Committee of Harran University, Turkey [HUBAK-12094]en_US
dc.description.sponsorshipThis study was supported by the Scientific Research Projects Committee of Harran University, Turkey.; (Project No: HUBAK-12094). Their support is gratefully acknowledged.en_US
dc.identifier.doi10.1016/j.conbuildmat.2017.06.075
dc.identifier.endpage427en_US
dc.identifier.issn0950-0618
dc.identifier.issn1879-0526
dc.identifier.scopus2-s2.0-85021278838en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage422en_US
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2017.06.075
dc.identifier.urihttps://hdl.handle.net/11616/97866
dc.identifier.volume151en_US
dc.identifier.wosWOS:000408183700043en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofConstruction and Building Materialsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAlkali-silica reactionen_US
dc.subjectBinary and ternary blendsen_US
dc.subjectLimestone powderen_US
dc.subjectFly ashen_US
dc.subjectMortar-bar methoden_US
dc.titleUse of binary and ternary cementitious blends of F-Class fly-ash and limestone powder to mitigate alkali-silica reaction risken_US
dc.typeArticleen_US

Dosyalar

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu