Rodyti trumpą aprašą

dc.contributor.authorChen, J. J.
dc.contributor.authorLi, Q. H.
dc.contributor.authorNG, Pui Lam
dc.contributor.authorLi, L. G.
dc.contributor.authorKwan, A. K.H.
dc.date.accessioned2023-09-18T20:33:54Z
dc.date.available2023-09-18T20:33:54Z
dc.date.issued2020
dc.identifier.other(SCOPUS_ID)85082922062
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/150835
dc.description.abstractA series of concrete mixes with metakaolin (MK) content ranging from 0 to 30% and water/cementitious materials (W/CM) ratio varying from 0.30 to 0.50 were produced for performance testing. The results showed that addingMKup to 20% as ordinary Portland cement (OPC) replacement best improved the 28-day and 70-day cube strengths, whereas adding MK up to 30% as OPC replacement always increased the cohesiveness and decreased the sorptivity, but impaired the workability. Moreover, the cement equivalent factor (CEF), i.e. the equivalent mass of OPC per mass of MK added, for each performance attribute, including workability and cohesiveness, was evaluated. Whilst the actual CEF of MK was generally higher at a higher W/CM ratio and lower at a higher MK content, overall, the average CEFs were found to be 1.98, 2.17, 3.83, 1.93, 2.12, and 4.70 for slump, flow, cohesiveness, 28-day cube strength, 70-day cube strength, and sorptivity coefficient, respectively. These CEF values indicated that the MK is a highly effective cementitious material for improving the cohesiveness, strength, and durability. Moreover, it has been demonstrated that the CEFs for workability and cohesiveness are useful parameters in aiding the mix design of MK concrete.eng
dc.formatPDF
dc.format.extentp. 1081-1090
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyScopus
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.relation.isreferencedbyChemical abstracts
dc.relation.isreferencedbyGenamics Journal Seek
dc.relation.isreferencedbyCABI Abstracts
dc.relation.isreferencedbyDOAJ
dc.relation.isreferencedbyINSPEC
dc.source.urihttps://www.mdpi.com/1996-1944/13/7/1646
dc.source.urihttps://doi.org/10.3390/ma13071646
dc.titleCement equivalence of metakaolin for workability, cohesiveness, strength and sorptivity of concrete
dc.typeStraipsnis Web of Science DB / Article in Web of Science DB
dcterms.accessRightsThis article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).
dcterms.licenseCreative Commons – Attribution – 4.0 International
dcterms.references67
dc.type.pubtypeS1 - Straipsnis Web of Science DB / Web of Science DB article
dc.contributor.institutionFoshan University
dc.contributor.institutionVilniaus Gedimino technikos universitetas The University of Hong Kong
dc.contributor.institutionGuangdong University of Technology
dc.contributor.institutionThe University of Hong Kong
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.studydirectionE05 - Statybos inžinerija / Civil engineering
dc.subject.vgtuprioritizedfieldsSD0202 - Aplinką tausojančios statybinės medžiagos ir technologijos / Low emissions building materials and technologies
dc.subject.ltspecializationsL104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies
dc.subject.encement equivalent factor
dc.subject.encohesiveness
dc.subject.enmetakaolin
dc.subject.ensorptivity
dc.subject.enstrength
dc.subject.enworkability
dcterms.sourcetitleMaterials
dc.description.issueiss. 7
dc.description.volumevol. 13
dc.publisher.nameMDPI
dc.publisher.cityBasel
dc.identifier.doi2-s2.0-85082922062
dc.identifier.doi85082922062
dc.identifier.doi1
dc.identifier.doi000529875600164
dc.identifier.doi10.3390/ma13071646
dc.identifier.elaba71505290


Šio įrašo failai

Thumbnail

Šis įrašas yra šioje (-se) kolekcijoje (-ose)

Rodyti trumpą aprašą