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dc.contributor.authorKarami, Muhammad
dc.contributor.supervisorProf. Hamid Nikraz
dc.date.accessioned2017-01-30T10:20:40Z
dc.date.available2017-01-30T10:20:40Z
dc.date.created2016-08-04T05:11:31Z
dc.date.issued2016
dc.identifier.urihttp://hdl.handle.net/20.500.11937/2349
dc.description.abstract

The objectives of this research are to study the effect on the resistant to permanent deformation and fatigue cracking of asphalt mixtures using granular Buton Rock Asphalt (BRA) modifier binder. The BRA modified binder was formed by replacing 10, 20 and 30% of the base binder C-170 with BRA natural binder. The results of this study show that BRA modified asphalt mixtures performed better than unmodified asphalt mixtures with regard to permanent deformation and fatigue cracking.

dc.languageen
dc.publisherCurtin University
dc.titleMechanical Properties for Buton Asphalt - Aggregates Mixes
dc.typeThesis
dcterms.educationLevelPhD
curtin.departmentDepartment of Civil Engineering
curtin.accessStatusOpen access


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