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dc.contributor.authorKhobklang, Pakdee
dc.contributor.supervisorDr Vanissorn Vimonsatit
dc.date.accessioned2017-01-30T09:57:42Z
dc.date.available2017-01-30T09:57:42Z
dc.date.created2016-02-18T05:32:11Z
dc.date.issued2015
dc.identifier.urihttp://hdl.handle.net/20.500.11937/1040
dc.description.abstract

An advanced method for analysis of pavement having thin wearing surface layer is proposed. A mechanistic approach, based on disturbed state concept, was adopted for material modelling. A 3D column-strip model of pavement structures was then introduced using finite element method. Results indicate that the proposed approach can be used in predicting the permanent deformation of pavement structures and provides realistic resultant stresses and deformations because important engineering properties can be incorporated in the calculation.

dc.languageen
dc.publisherCurtin University
dc.subjectdisturbed state concept
dc.subjectfinite element
dc.subjectpermanent deformation
dc.subject3D column-strip
dc.subjectpavement
dc.titleDevelopment and Implementation of an Advanced Analytical Approach for Flexible Pavement Analysis and Design in Western Australia
dc.typeThesis
dcterms.educationLevelPhD
curtin.departmentDepartment of Civil Engineering
curtin.accessStatusOpen access


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