Yayın:
Effect of cement clinker type, curing regime and activator dosage on the performance of one-part alkali-activated hybrid slag/clinker composites

dc.contributor.authorBenli, Ahmet
dc.contributor.authorBayraktar, Oguzhan Yavuz
dc.contributor.authorTurkoglu, Mesut
dc.contributor.authorKaplan, Gökhan
dc.date.accessioned2026-01-04T18:47:38Z
dc.date.issued2023-06-01
dc.description.abstractOne candidate for a novel binder is alkaline hybrid cement, which has more than 70% supplemental cementitious materials (SCMs) and a trace amount of an alkali activator but less than 30% Portland cement. This cementitious material offers high early strength, a more compact microstructure, and outstanding resistance to chloride penetration and sulphate attack, in addition to the benefits of alkali-activated materials (AAMs) and Portland cement. This study presents the findings of an experimental investigation that aims to clarify the effect of cement clinker type, curing regime, and activator dosage on the fresh, mechanical, durability, and microstructure properties of one-part alkali-activated hybrid slag/cement clinker composites (AAHC). Flow diameter, setting time, compressive strength, dry unit weight, flexural strength, drying shrinkage, sorptivity, and transport properties were evaluated. It was also aimed to investigate its effectiveness at high-temperatures, sulphate exposure, alkali-silica reaction (ASR), and freeze-thaw (F-T) cycles. A total of twelve AAHC mixtures were made with two GBFS/Clinker ratios of 70/30 and 90/10 and an external addition of 10% and 20% one-part alkali activator. Three cement clinker types and three curing regimes were adopted including oven, water, and steam. The results indicated that the water-cured mixture with GBFS/C3 ratio of 90/10 and activated by 20%MS had the greatest compressive strength of about 65 MPa. Steam and oven-cured mixtures with GBFS/C3 ratio of 90/10 and activated by 10%MS performed the best high-temperature resistance. The same mixtures cured in steam also had the best F-T resistance.
dc.description.urihttps://doi.org/10.1016/j.jobe.2023.106164
dc.description.urihttps://avesis.atauni.edu.tr/publication/details/262b30e2-43a6-42b6-acba-ab35762dd76a/oai
dc.identifier.doi10.1016/j.jobe.2023.106164
dc.identifier.issn2352-7102
dc.identifier.openairedoi_dedup___::30f02e99a7ac56d43f2377832c03f832
dc.identifier.orcid0000-0003-0578-6965
dc.identifier.orcid0000-0001-6067-7337
dc.identifier.scopus2-s2.0-85149443272
dc.identifier.startpage106164
dc.identifier.urihttps://hdl.handle.net/20.500.12597/40765
dc.identifier.volume68
dc.identifier.wos001042812700001
dc.language.isoeng
dc.publisherElsevier BV
dc.relation.ispartofJournal of Building Engineering
dc.rightsCLOSED
dc.titleEffect of cement clinker type, curing regime and activator dosage on the performance of one-part alkali-activated hybrid slag/clinker composites
dc.typeArticle
dspace.entity.typePublication
local.api.response{"authors":[{"fullName":"Benli, Ahmet","name":"Ahmet","surname":"Benli","rank":1,"pid":null},{"fullName":"Bayraktar, Oguzhan Yavuz","name":"Oguzhan Yavuz","surname":"Bayraktar","rank":2,"pid":{"id":{"scheme":"orcid","value":"0000-0003-0578-6965"},"provenance":null}},{"fullName":"Turkoglu, Mesut","name":"Mesut","surname":"Turkoglu","rank":3,"pid":null},{"fullName":"KAPLAN, Gökhan","name":"Gökhan","surname":"Kaplan","rank":4,"pid":{"id":{"scheme":"orcid","value":"0000-0001-6067-7337"},"provenance":null}}],"openAccessColor":null,"publiclyFunded":false,"type":"publication","language":{"code":"eng","label":"English"},"countries":null,"subjects":[{"subject":{"scheme":"FOS","value":"0211 other engineering and technologies"},"provenance":null},{"subject":{"scheme":"FOS","value":"02 engineering and technology"},"provenance":null},{"subject":{"scheme":"FOS","value":"0210 nano-technology"},"provenance":null}],"mainTitle":"Effect of cement clinker type, curing regime and activator dosage on the performance of one-part alkali-activated hybrid slag/clinker composites","subTitle":null,"descriptions":["One candidate for a novel binder is alkaline hybrid cement, which has more than 70% supplemental cementitious materials (SCMs) and a trace amount of an alkali activator but less than 30% Portland cement. This cementitious material offers high early strength, a more compact microstructure, and outstanding resistance to chloride penetration and sulphate attack, in addition to the benefits of alkali-activated materials (AAMs) and Portland cement. This study presents the findings of an experimental investigation that aims to clarify the effect of cement clinker type, curing regime, and activator dosage on the fresh, mechanical, durability, and microstructure properties of one-part alkali-activated hybrid slag/cement clinker composites (AAHC). Flow diameter, setting time, compressive strength, dry unit weight, flexural strength, drying shrinkage, sorptivity, and transport properties were evaluated. It was also aimed to investigate its effectiveness at high-temperatures, sulphate exposure, alkali-silica reaction (ASR), and freeze-thaw (F-T) cycles. A total of twelve AAHC mixtures were made with two GBFS/Clinker ratios of 70/30 and 90/10 and an external addition of 10% and 20% one-part alkali activator. Three cement clinker types and three curing regimes were adopted including oven, water, and steam. The results indicated that the water-cured mixture with GBFS/C3 ratio of 90/10 and activated by 20%MS had the greatest compressive strength of about 65 MPa. Steam and oven-cured mixtures with GBFS/C3 ratio of 90/10 and activated by 10%MS performed the best high-temperature resistance. The same mixtures cured in steam also had the best F-T resistance."],"publicationDate":"2023-06-01","publisher":"Elsevier BV","embargoEndDate":null,"sources":["Crossref"],"formats":null,"contributors":null,"coverages":null,"bestAccessRight":{"code":"c_14cb","label":"CLOSED","scheme":"http://vocabularies.coar-repositories.org/documentation/access_rights/"},"container":{"name":"Journal of Building Engineering","issnPrinted":"2352-7102","issnOnline":null,"issnLinking":null,"ep":null,"iss":null,"sp":"106164","vol":"68","edition":null,"conferencePlace":null,"conferenceDate":null},"documentationUrls":null,"codeRepositoryUrl":null,"programmingLanguage":null,"contactPeople":null,"contactGroups":null,"tools":null,"size":null,"version":null,"geoLocations":null,"id":"doi_dedup___::30f02e99a7ac56d43f2377832c03f832","originalIds":["S2352710223003431","10.1016/j.jobe.2023.106164","50|doiboost____|30f02e99a7ac56d43f2377832c03f832","50|od______9933::17f63e4822eacdc29909263f58ae318f","262b30e2-43a6-42b6-acba-ab35762dd76a"],"pids":[{"scheme":"doi","value":"10.1016/j.jobe.2023.106164"}],"dateOfCollection":null,"lastUpdateTimeStamp":null,"indicators":{"citationImpact":{"citationCount":23,"influence":3.0387013e-9,"popularity":1.9926016e-8,"impulse":23,"citationClass":"C4","influenceClass":"C5","impulseClass":"C4","popularityClass":"C4"}},"instances":[{"pids":[{"scheme":"doi","value":"10.1016/j.jobe.2023.106164"}],"license":"Elsevier TDM","type":"Article","urls":["https://doi.org/10.1016/j.jobe.2023.106164"],"publicationDate":"2023-06-01","refereed":"peerReviewed"},{"alternateIdentifiers":[{"scheme":"doi","value":"10.1016/j.jobe.2023.106164"}],"type":"Article","urls":["https://avesis.atauni.edu.tr/publication/details/262b30e2-43a6-42b6-acba-ab35762dd76a/oai"],"publicationDate":"2023-06-01","refereed":"nonPeerReviewed"}],"isGreen":false,"isInDiamondJournal":false}
local.import.sourceOpenAire
local.indexed.atWOS
local.indexed.atScopus

Dosyalar

Koleksiyonlar