Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/5954
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dc.contributor.authorSaleh Ahari, Reza-
dc.contributor.authorErdem, Tahir Kemal-
dc.contributor.authorRamyar, Kambiz-
dc.date.accessioned2017-07-19T07:08:50Z-
dc.date.available2017-07-19T07:08:50Z-
dc.date.issued2015-03-15-
dc.identifier.citationSaleh Ahari, R., Erdem, T.K., and Ramyar, K. (2015). Permeability properties of self-consolidating concrete containing various supplementary cementitious materials. Construction and Building Materials, 79, 326-336. doi:10.1016/j.conbuildmat.2015.01.053en_US
dc.identifier.issn0950-0618-
dc.identifier.issn1879-0526-
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2015.01.053-
dc.identifier.urihttp://hdl.handle.net/11147/5954-
dc.description.abstractIn this study, permeability properties of 17 self-consolidating concrete (SCC) mixtures containing various supplementary cementitious materials (SCM) were investigated by different experimental approaches. The effects of SCM type and content on the compressive strength, rapid chloride ion permeability (RCPT), water penetration depth, water absorption and sorptivity were studied. For these purposes, various amounts of silica fume (SF), metakaolin (MK), Class F fly ash (FAF), Class C fly ash (FAC) and granulated blast-furnace slag (BFS) were utilized in binary, ternary, and quaternary cementitious blends. Results showed that partial replacement of PC by SCM increased the compressive strength of control mixtures at 28 and 90 days (except for FAF at 28 days). Mixtures containing MK presented a better performance compared to other SCM at 7 days. The utilization of SCM reduced the RCPT results of almost all mixtures compared to the control mixtures and the reduction was more significant with an increase in the SCM content. All of the mixtures containing SCM had lower penetration depths when compared to reference mixtures at 28 and 90 days. Good correlations were established between the percentage of permeable voids and water absorption. Moreover, there was an inverse but almost linear relationship between permeable voids content and compressive strength of the mixtures.en_US
dc.description.sponsorshipTUBITAK (The Scientific and Technological Research Council of Turkey) (112M581)en_US
dc.language.isoenen_US
dc.publisherElsevier Ltd.en_US
dc.relation.ispartofConstruction and Building Materialsen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectCompressive strengthen_US
dc.subjectRapid chloride permeabilityen_US
dc.subjectSelf-consolidating concreteen_US
dc.subjectWater absorptionen_US
dc.subjectSorptivityen_US
dc.subjectSupplementary cementitious materialsen_US
dc.titlePermeability properties of self-consolidating concrete containing various supplementary cementitious materialsen_US
dc.typeArticleen_US
dc.authoridTR25839en_US
dc.institutionauthorErdem, Tahir Kemal-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume79en_US
dc.identifier.startpage326en_US
dc.identifier.endpage336en_US
dc.identifier.wosWOS:000350927200038en_US
dc.identifier.scopus2-s2.0-84921721117en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1016/j.conbuildmat.2015.01.053-
dc.relation.doi10.1016/j.conbuildmat.2015.01.053en_US
dc.coverage.doi10.1016/j.conbuildmat.2015.01.053en_US
dc.identifier.wosqualityQ1-
dc.identifier.scopusqualityQ1-
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
item.openairetypeArticle-
item.languageiso639-1en-
item.fulltextWith Fulltext-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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