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dc.contributor.authorChou, X.
dc.contributor.authorChegenizadeh, Amin
dc.contributor.authorNikraz, Hamid
dc.date.accessioned2017-01-30T15:03:48Z
dc.date.available2017-01-30T15:03:48Z
dc.date.created2016-08-31T19:30:18Z
dc.date.issued2016
dc.identifier.citationChou, X. and Chegenizadeh, A. and Nikraz, H. 2016. Evaluation of stone mastic asphalt mix by the Bailey method design. Australian Geomechanics Journal. 51 (2): pp. 105-112.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/43014
dc.description.abstract

A series of wheel tracking tests are performed in this study. Mixtures are designed based on a designer's experience and grading curves developed from past practice. This has led to many issues with inconsistent and poor performing SMA on the focus of rutting resistance. An investigation to evaluate the Bailey Method as a tool for designing SMA mix built on aggregate packing was undertaken. The Bailey Method was used to design a SMA blend which was then manufactured, tested and compared against conventional SMA used in Western Australia. Results show that the degree of aggregate packing directly influences the rutting resistance performance of Stone Mastic Asphalt using similar aggregates. The Bailey Method provided a useful tool in improving the behaviour of aggregate packing characteristics within SMA.

dc.publisherAustralian Geomechanics Journal
dc.titleEvaluation of stone mastic asphalt mix by the Bailey method design
dc.typeJournal Article
dcterms.source.volume51
dcterms.source.number2
dcterms.source.startPage105
dcterms.source.endPage112
dcterms.source.issn0818-9110
dcterms.source.titleAustralian Geomechanics Journal
curtin.departmentDepartment of Civil Engineering
curtin.accessStatusFulltext not available


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