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dc.contributor.authorJitsangiam, Peerapong
dc.contributor.authorNikraz, Hamid
dc.date.accessioned2017-01-30T13:54:41Z
dc.date.available2017-01-30T13:54:41Z
dc.date.created2012-08-26T20:00:33Z
dc.date.issued2012
dc.date.submitted2012-12-03
dc.identifier.citationJitsangiam, Peerapong and Nikraz, Hamid. 2012. Coarse bauxite residue for roadway construction materials. International Journal of Pavement Engineering. 14 (3): pp. 265-273.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/36248
dc.identifier.doi10.1080/10298436.2012.705843
dc.description.abstract

About 25 million tonnes of bauxite residue (BR) from alumina refining are generated in Australia each year. Managing this residue is costly, and the reuse of coarse BRs is becoming an increasingly attractive and sustainable solution to the problem. Using coarse BR in road construction has the potential for large volume reuse. This study investigated whether coarse BR is a viable road base material in Western Australia. A pozzolanic-stabilised mixture was created to improve the properties ofthe residue to satisfy the minimum requirements for road base. Laboratory tests for resilient modulus and permanent deformation were then carried out. Comparisons were made between the stabilised residue and conventional road base material used in Western Australia. The performance of the stabilised residue was superior to that of the conventional material, which can provide improved performance when used as road base material in Western Australia.

dc.publisherTaylor & Francis
dc.subjectfly ash
dc.subjectbauxite residue
dc.subjectresilient modulus
dc.subjectpermanent deformation
dc.subjectpozzolanic-stabilised mixture
dc.subjectroad base
dc.titleCoarse bauxite residue for roadway construction materials
dc.typeJournal Article
dcterms.dateSubmitted2012-08-27
dcterms.source.volume2012
dcterms.source.issn1029-8436
dcterms.source.titleInternational Journal of Pavement Engineering
curtin.digitool.pid186944
curtin.note

This is an Author's Accepted Manuscript of an article published in the International Journal of Pavement Engineering, 2012, copyright Taylor & Francis, available online at: <a href="http://www.tandfonline.com/10.1080/10298436.2012.705843">http://www.tandfonline.com/10.1080/10298436.2012.705843</a>

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curtin.accessStatusOpen access


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