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dc.contributor.authorJitsangiam, P.
dc.contributor.authorNikraz, Hamid
dc.contributor.authorNusit, K.
dc.date.accessioned2018-12-13T09:13:18Z
dc.date.available2018-12-13T09:13:18Z
dc.date.created2018-12-12T02:46:39Z
dc.date.issued2018
dc.identifier.citationJitsangiam, P. and Nikraz, H. and Nusit, K. 2018. Crumb rubber modified asphalt: A laboratory investigation based on Australian and Thailand perspectives, pp. 206-211.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/72408
dc.identifier.doi10.4028/www.scientific.net/MSF.934.206
dc.description.abstract

© 2018 Trans Tech Publications, Switzerland. This laboratory- based study investigated the performance characteristics of wet process crumb rubber modified asphalt (CRMA) with crumb rubber proportions between 0% and 20% by mass of the binder. This was to assess the viability of CRMA for use in countries where CRMA is not widely utilized as Australia and Thailand and primarily involved the resilient and dynamic modulus characteristics, which indicated that CRMA pavement has both positive and negative attributes. The results show that CRMA characterizes a reduced stiffness for high frequency loading, but with a greater elastic range.

dc.titleCrumb rubber modified asphalt: A laboratory investigation based on Australian and Thailand perspectives
dc.typeConference Paper
dcterms.source.volume934 MSF
dcterms.source.startPage206
dcterms.source.endPage211
dcterms.source.titleMaterials Science Forum
dcterms.source.seriesMaterials Science Forum
dcterms.source.isbn9783035713367
curtin.departmentSchool of Civil and Mechanical Engineering (CME)
curtin.accessStatusFulltext not available


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