Show simple item record

dc.contributor.authorNath, Pradip
dc.contributor.authorSarker, Prabir
dc.date.accessioned2017-01-30T11:34:34Z
dc.date.available2017-01-30T11:34:34Z
dc.date.created2014-06-15T20:00:24Z
dc.date.issued2014
dc.identifier.citationNath, P. and Sarker, P. 2014. Effect of GGBFS on setting, workability and early strength properties of fly ash geopolymer concrete cured in ambient condition. Construction and Building Materials. 66: pp. 163-171.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/13053
dc.identifier.doi10.1016/j.conbuildmat.2014.05.080
dc.description.abstract

Most of the previous works on fly ash-based geopolymers were on the properties of concrete hardened by heat curing, which is considered as a limitation for cast in situ applications at low ambient temperatures. This study aimed to achieve fly ash-based geopolymers suitable for curing without elevated heat. The results show that fly ash based geopolymer concrete for curing in ambient condition can be proportioned for desirable workability, setting time, and compressive strength using ground granulated blast-furnace slag (GGBFS) as a small part of the binder. Inclusion of GGBFS with Class F fly ash helped achieve setting time and compressive strength comparable to those of ordinary Portland cement (OPC).

dc.publisherELSEVIER
dc.subjectBlast-furnace slag
dc.subjectWorkability
dc.subjectFly ash
dc.subjectSetting time
dc.subjectAmbient curing
dc.subjectGeopolymer
dc.subjectCompressive strength
dc.titleEffect of GGBFS on setting, workability and early strength properties of fly ash geopolymer concrete cured in ambient condition
dc.typeJournal Article
dcterms.source.volume66
dcterms.source.startPage163
dcterms.source.endPage171
dcterms.source.issn0950-0618
dcterms.source.titleConstruction and Building Materials
curtin.note

This is the author’s version of a work that was accepted for publication in the journal Construction and Building Materials. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in the journal Construction and Building Materials, Vol.66 (2014). DOI: http://doi.org/10.1016/j.conbuildmat.2014.05.080

curtin.department
curtin.accessStatusOpen access


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record