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dc.contributor.authorLeek, Colin
dc.contributor.authorNikraz, Hamid
dc.contributor.authorChegenizadeh, Amin
dc.date.accessioned2017-01-30T12:50:15Z
dc.date.available2017-01-30T12:50:15Z
dc.date.created2015-01-15T20:00:39Z
dc.date.issued2014
dc.identifier.citationLeek, C. and Nikraz, H. and Chegenizadeh, A. 2014. Engineering characterisation of in situ foamed bitumen stabilised pavements. Australian Geomechanics. 49 (1): pp. 133-142.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/25798
dc.description.abstract

This report is the second of two papers that reviews the results of research undertaken into the stiffness and fatigue performance of in situ foamed bitumen stabilised pavement materials at various sites in the Cities of Canning and Gosnells in Western Australia. In the first paper “The development of a fatigue transfer function for In situ Foamed Bitumen Stabilised Pavements,” the authors reported a review of laboratory fatigue testing that was undertaken over a 13 year history.In this paper, a review of recent work by Collings and Jenkins in South Africa where failure by shear is examined in relation to failures to date at pavements constructed in City of Canning which do support Collings and Jenkins theory.

dc.publisherAustralian Geomechanics Journal
dc.subjectFOAMED BITUMEN PAVEMENTS
dc.titleEngineering characterisation of in situ foamed bitumen stabilised pavements
dc.typeJournal Article
dcterms.source.volume49
dcterms.source.startPage133
dcterms.source.endPage142
dcterms.source.issn0818-9110
dcterms.source.titleAustralian Geomechanics Journal
curtin.note

Reproduced with publisher permission

curtin.departmentDepartment of Civil Engineering
curtin.accessStatusOpen access


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