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dc.contributor.authorJitsangiam, Peerapong
dc.contributor.authorHuan, Yue
dc.contributor.authorSiripun, Komsun
dc.contributor.authorLeek, Colin
dc.contributor.authorNikraz, Hamid
dc.date.accessioned2017-01-30T14:16:38Z
dc.date.available2017-01-30T14:16:38Z
dc.date.created2013-03-12T20:00:33Z
dc.date.issued2012
dc.identifier.citationJitsangiam, Peerapong and Huan, Yue and Siripun, Komsun and Leek, Colin and Nikraz, Hamid. 2012. Effect of Binder Content and Active Filler Selection on Foamed Bitumen Mixtures: Western Australia Experience. International Journal of Pavement Research and Technology 5 (6): pp. 411-418.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/38313
dc.description.abstract

Many factors affect the strength and durability of foamed bitumen treated materials, such as binder content, active filler type and content, aggregate composition and gradation, moisture content, compaction effort, and curing regime. This preliminary study investigates the effects of bitumen and active filler on standard mechanical test results. The results failed to demonstrate any consistent trend with bitumen content variation; however, four percent foamed bitumen appears an optimum value in some cases. The addition of cement always resulted in the highest mechanical performance, compared with the addition of hydrated lime and quicklime.

dc.publisherChinese Society of Pavement Engineering
dc.relation.urihttp://www.ijprt.org.tw/files/sample/V5N6(411-418).pdf
dc.subjectMechanical testing methods
dc.subjectPavement rehabilitation
dc.subjectCold in situ recycling. foamed bitumen
dc.subjectActive filler
dc.titleEffect of Binder Content and Active Filler Selection on Foamed Bitumen Mixtures: Western Australia Experience
dc.typeJournal Article
dcterms.source.volume5
dcterms.source.number6
dcterms.source.startPage411
dcterms.source.endPage418
dcterms.source.issn19966814
dcterms.source.titleInternational Journal of Pavement Research and Technology
curtin.note

Copyright © 2012 Chinese Society of Pavement Engineering

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curtin.accessStatusOpen access


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