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dc.contributor.authorHuan, Yue
dc.contributor.authorJitsangiam, Peerapong
dc.contributor.authorNikraz, Hamid
dc.contributor.authorSiripun, Komsun
dc.contributor.editorG Narsilio
dc.contributor.editorA Arulrajah
dc.contributor.editorJ Kodikara
dc.date.accessioned2017-01-30T14:42:00Z
dc.date.available2017-01-30T14:42:00Z
dc.date.created2012-08-29T20:00:43Z
dc.date.issued2012
dc.identifier.citationHuan, Y. and Jitsangiam, P. and Nikraz, H. and Siripun, K. 2012. The Effects of Compaction Methods on Tensile Strength of Foamed Bitumen Mixture, in G. Narsilio, A. Arulrajah, and J. Kodikara (ed), Proceedings of the 11th Australia New Zealand Conference on Geomechanics (ANZ), Jul 15-18 2012, pp. 834-839. Melbourne, Vic.: Australian Geomechanics Society and New Zealand Geotechnical Society.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/40366
dc.description.abstract

Currently, the introduction of the gyratory compactor replicating the kneading action of the field compaction raises a though that the conventional 75 blows of Marshall compaction effort would be insufficient to simulate field compaction of the foamed bitumen stabilisation material. Furthermore, the strong laboratory specification of a particular compaction method for the foamed bitumen mixture has not yet been established, therefore the future study in the compaction of the foamed bitumen mixture is needed. This laboratory based study aims to verify the reliable compaction effort for the foamed bitumen mixture. In this study, virgin materials treated with different foamed bitumen contents were compacted by Marshall Compactor and Gyratory Compactor at various blows/cycles, respectively. Upon completion of compaction and curing, density, indirect tensile strength and indirect tensile resilient modulus were performed to determine the suitable compaction technique for such materials. It is expected that the compaction effort achieved the highest density and tensile strength would be selected to compare with field compaction further.

dc.publisherThe Australian Geomechanical Society and New Zealand Geotechnical Society
dc.subjectGyratory Compaction
dc.subjectMarshall Compaction
dc.subjectFoamed Bitumen
dc.titleThe Effects of Compaction Methods on Tensile Strength of Foamed Bitumen Mixture
dc.typeConference Paper
dcterms.source.startPage834
dcterms.source.endPage839
dcterms.source.titleProceedings of the 11th Australia - New Zealand Conference on Geomechanics (ANZ 2012)
dcterms.source.seriesProceedings of the 11th Australia - New Zealand Conference on Geomechanics (ANZ 2012)
dcterms.source.isbn978-0-646-54301-7
dcterms.source.conferenceProceedings of the 11th Australia - New Zealand Conference on Geomechanics (ANZ 2012)
dcterms.source.conference-start-dateJul 15 2012
dcterms.source.conferencelocationMelbourne, Australia
dcterms.source.placeMelbourne, Australia
curtin.department
curtin.accessStatusOpen access


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