Rodyti trumpą aprašą

dc.contributor.authorLi, Leo Gu
dc.contributor.authorNG, Pui Lam
dc.contributor.authorZeng, Kai-Long
dc.contributor.authorXie, Hui-Zhu
dc.contributor.authorCheng, Cong-Mi
dc.contributor.authorKwan, Albert Kwok-Hung
dc.date.accessioned2023-09-18T16:39:32Z
dc.date.available2023-09-18T16:39:32Z
dc.date.issued2023
dc.identifier.other(SCOPUS_ID)85152012375
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/115545
dc.description.abstractThough previous studies have indicated that the fresh behaviours of plain mortar/concrete are mainly governed by the average water film thickness (AWFT), whether the concept of AWFT is also applicable to fibrous mortar/concrete still needs to be explored. Furthermore, for fibrous mortar/concrete, it is obvious that the fibres added also have certain effects on the fresh behaviours. In two previous studies on basalt fibre-reinforced mortar (BFRM), the integral effects of the AWFT and fibre dosage as well as the integral effects of the AWFT and fibre length were individually investigated. In this study, a fibre factor (FF) defined as the fibre volume multiplied by the fibre aspect ratio was employed and 24 extra mortar groups were tested. A total of 68 mortar groups were applied in numerical analysis. The results of the regression analysis yielded good correlations of the workability, fluidity, cohesiveness, and adhesiveness of BFRM with the AWFT and FF, suggesting that the AWFT and FF are together the governing parameters controlling the fresh behaviours of BFRM. Hence, the AWFT and FF may be used to develop a model for the fresh properties of BFRM.eng
dc.formatPDF
dc.format.extentp. 1-17
dc.format.mediumtekstas / txt
dc.language.isoeng
dc.relation.isreferencedbyScopus
dc.relation.isreferencedbyScience Citation Index Expanded (Web of Science)
dc.source.urihttps://www.mdpi.com/1996-1944/16/6/2137
dc.titleExperimental study and modelling of fresh behaviours of basalt fibre-reinforced mortar based on average water film thickness and fibre factor
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 (https:// creativecommons.org/licenses/by/ 4.0/).
dcterms.licenseCreative Commons – Attribution – 4.0 International
dcterms.references42
dc.type.pubtypeS1 - Straipsnis Web of Science DB / Web of Science DB article
dc.contributor.institutionGuangzhou University
dc.contributor.institutionThe University of Hong Kong Vilniaus Gedimino technikos universitetas
dc.contributor.institutionChina Jinmao Holdings Group Limited
dc.contributor.institutionGuangdong University of Technology
dc.contributor.institutionThe University of Hong Kong
dc.contributor.facultyStatybos fakultetas / Faculty of Civil Engineering
dc.contributor.departmentStatinių ir tiltų konstrukcijų institutas / Institute of Building and Bridge Structures
dc.subject.researchfieldT 002 - Statybos inžinerija / Construction and engineering
dc.subject.studydirectionF03 - Medžiagų technologijos / Materials technology
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.enaverage water film thickness
dc.subject.enbasalt fibre
dc.subject.enfibre factor
dc.subject.enfibre mortar
dc.subject.enfresh behaviour
dcterms.sourcetitleMaterials
dc.description.issueiss. 6
dc.description.volumevol. 16
dc.publisher.nameMDPI
dc.publisher.cityBasel
dc.identifier.doi2-s2.0-85152012375
dc.identifier.doi85152012375
dc.identifier.doi1
dc.identifier.doi145656767
dc.identifier.doi000960118800001
dc.identifier.doi10.3390/ma16062137
dc.identifier.elaba162455118


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