Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/6604
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorKou, S-
dc.creatorXing, F-
dc.date.accessioned2014-12-11T08:23:14Z-
dc.date.available2014-12-11T08:23:14Z-
dc.identifier.issn1687-8434-
dc.identifier.urihttp://hdl.handle.net/10397/6604-
dc.language.isoenen_US
dc.publisherHindawi Publishing Corporationen_US
dc.rightsCopyright © 2012 Shi Cong Kou and Feng Xing. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.en_US
dc.subjectWaste glassen_US
dc.subjectCement pastesen_US
dc.subjectAggregateen_US
dc.subjectStrengthen_US
dc.titleThe effect of recycled glass powder and reject fly ash on the mechanical properties of fibre-reinforced ultrahigh performance concreteen_US
dc.typeJournal/Magazine Articleen_US
dc.description.otherinformationAuthor name used in this publication: Shi Cong Kouen_US
dc.identifier.spage1-
dc.identifier.epage8-
dc.identifier.volume2012-
dc.identifier.doi10.1155/2012/263243-
dcterms.abstractThis paper presents an experimental study for the purpose of reducing the cost of producing ultrahigh performance fibre-reinforced concrete (UHPFRC). Reject fly ash (r-FA) and recycled glass powder (GP) were examined as replacement materials for the silica sand and cement used to prepare UHPFRC, respectively. In addition, curing UHPFRC specimens at 25°C and 90°C was investigated to determine differences in mechanical properties. The results showed that using r-FA and GP reduces the flowability of fresh UHPFRC. The use of GP increased the mechanical properties of the UHPFRC. Moreover, the test results indicate a significant improvement in the mechanical properties of plain concrete by the inclusion of r-FA as partial replacement of fine aggregate (sand) and can be effectively used in UHPFRC. Furthermore, specimens cured at 25°C give lower compressive strength, flexural strength, and fracture energy than specimens cured at 90°C.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationAdvances in materials science and engineering, v. 2012, 263243, p.1-8-
dcterms.isPartOfAdvances in materials science and engineering-
dcterms.issued2012-
dc.identifier.isiWOS:000304930800001-
dc.identifier.scopus2-s2.0-84862289231-
dc.identifier.eissn1687-8442-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_IR/PIRAen_US
dc.description.pubStatusPublisheden_US
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