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dc.contributor.authorWibisono, Gunawan
dc.contributor.supervisorDr Peerapong Jitsangiam
dc.contributor.supervisorProf. Hamid Nikraz
dc.date.accessioned2017-01-30T10:15:34Z
dc.date.available2017-01-30T10:15:34Z
dc.date.created2015-11-13T03:26:36Z
dc.date.issued2014
dc.identifier.urihttp://hdl.handle.net/20.500.11937/1955
dc.description.abstract

Stiffness is an important input in mechanistic-empirical pavement design method. The present study investigates asphalt performance and stiffness of Western Australian mixtures, namely creep, resilient modulus, beam fatigue and dynamic modulus. The Witczak and Hirsch predictive models were used in this research. Results show that WA asphalt mixtures have acceptable creep, flexural stiffness, resilient and dynamic modulus. There is a good correlation between the predicted and laboratory measured dynamic modulus values.

dc.languageen
dc.publisherCurtin University
dc.titleLaboratory stiffness characterization of Western Australia asphalt mixtures
dc.typeThesis
dcterms.educationLevelPhD
curtin.departmentDepartment of Civil Engineering
curtin.accessStatusOpen access


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