dc.contributor.author | Li, Leo Gu | |
dc.contributor.author | NG, Pui Lam | |
dc.contributor.author | Zeng, Kai-Long | |
dc.contributor.author | Xie, Hui-Zhu | |
dc.contributor.author | Cheng, Cong-Mi | |
dc.contributor.author | Kwan, Albert Kwok-Hung | |
dc.date.accessioned | 2023-09-18T16:39:32Z | |
dc.date.available | 2023-09-18T16:39:32Z | |
dc.date.issued | 2023 | |
dc.identifier.other | (SCOPUS_ID)85152012375 | |
dc.identifier.uri | https://etalpykla.vilniustech.lt/handle/123456789/115545 | |
dc.description.abstract | Though 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.format | PDF | |
dc.format.extent | p. 1-17 | |
dc.format.medium | tekstas / txt | |
dc.language.iso | eng | |
dc.relation.isreferencedby | Scopus | |
dc.relation.isreferencedby | Science Citation Index Expanded (Web of Science) | |
dc.source.uri | https://www.mdpi.com/1996-1944/16/6/2137 | |
dc.title | Experimental study and modelling of fresh behaviours of basalt fibre-reinforced mortar based on average water film thickness and fibre factor | |
dc.type | Straipsnis Web of Science DB / Article in Web of Science DB | |
dcterms.accessRights | This 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.license | Creative Commons – Attribution – 4.0 International | |
dcterms.references | 42 | |
dc.type.pubtype | S1 - Straipsnis Web of Science DB / Web of Science DB article | |
dc.contributor.institution | Guangzhou University | |
dc.contributor.institution | The University of Hong Kong Vilniaus Gedimino technikos universitetas | |
dc.contributor.institution | China Jinmao Holdings Group Limited | |
dc.contributor.institution | Guangdong University of Technology | |
dc.contributor.institution | The University of Hong Kong | |
dc.contributor.faculty | Statybos fakultetas / Faculty of Civil Engineering | |
dc.contributor.department | Statinių ir tiltų konstrukcijų institutas / Institute of Building and Bridge Structures | |
dc.subject.researchfield | T 002 - Statybos inžinerija / Construction and engineering | |
dc.subject.studydirection | F03 - Medžiagų technologijos / Materials technology | |
dc.subject.vgtuprioritizedfields | SD0202 - Aplinką tausojančios statybinės medžiagos ir technologijos / Low emissions building materials and technologies | |
dc.subject.ltspecializations | L104 - Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies | |
dc.subject.en | average water film thickness | |
dc.subject.en | basalt fibre | |
dc.subject.en | fibre factor | |
dc.subject.en | fibre mortar | |
dc.subject.en | fresh behaviour | |
dcterms.sourcetitle | Materials | |
dc.description.issue | iss. 6 | |
dc.description.volume | vol. 16 | |
dc.publisher.name | MDPI | |
dc.publisher.city | Basel | |
dc.identifier.doi | 2-s2.0-85152012375 | |
dc.identifier.doi | 85152012375 | |
dc.identifier.doi | 1 | |
dc.identifier.doi | 145656767 | |
dc.identifier.doi | 000960118800001 | |
dc.identifier.doi | 10.3390/ma16062137 | |
dc.identifier.elaba | 162455118 | |