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dc.contributor.authorChai, Garyen_US
dc.contributor.authorGuan, Hongen_US
dc.contributor.authorVan Staden, Rudien_US
dc.contributor.authorWhittaker, Kaleben_US
dc.contributor.authorLoo, Yew-Chayeen_US
dc.contributor.editorYongyuth Taesiri and Direk Lavansirien_US
dc.date.accessioned2017-04-24T11:58:35Z
dc.date.available2017-04-24T11:58:35Z
dc.date.issued2011en_US
dc.date.modified2012-02-17T05:11:58Z
dc.identifier.refurihttp://www.icpt2011.org/en_US
dc.identifier.urihttp://hdl.handle.net/10072/42917
dc.description.abstractFlexible road pavements are important transport infrastructure in Australia for providing an all weather road network for a population of 22 million people with land size of about 7 million square kilometres. Between the surfacing types, sprayed seal and thin asphalt are most commonly used by State and Local Governments for rural road construction. Asphalt fatigue and subgrade deformation from repeated loading over time are the most common failure mechanisms and these in turn are the major attributors to the pavement maintenance and rehabilitation cost. Thin surfacing pavements with a weak road base and foundation often exhibit plastic deformation in the base and subgrade layers. Linear Elastic Theory (LET) and Finite Element Method (FEM) based numerical analyses have been widely used in research to develop pavement models and replicate realistic vehicular loadings. The thin surfacing pavement is modelled using LET and FEM with three-dimensional (3D) ideal elastic layered system and two-dimensional (2D) axisymmetrical elements, respectively. The vertical displacements at the top of the asphalt layer are determined using both LET and FEM and the findings compared to the measured field data. Results show that the deflections generated by the FEM are in closer agreement with the field data. At a horizontal distance of 700 to 1500mm from the loading significant displacement variances from the field data are found for both LET and FEM.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_US
dc.languageEnglishen_US
dc.publisherInternational Committee on Road and Airfield Pavement Technologyen_US
dc.publisher.placeBangkok, Thailanden_US
dc.publisher.urihttp://www.icpt2011.org/en_US
dc.relation.ispartofstudentpublicationNen_US
dc.relation.ispartofconferencenameInternational Conference on Road & Airfield Pavement Technology (ICPT)en_US
dc.relation.ispartofconferencetitleThe 7th International Conference on Road and Airfield Pavement Technology: new horizon of pavement technologyen_US
dc.relation.ispartofdatefrom2011-08-03en_US
dc.relation.ispartofdateto2011-08-05en_US
dc.relation.ispartoflocationBangkok, Thailanden_US
dc.rights.retentionYen_US
dc.subject.fieldofresearchNumerical Analysisen_US
dc.subject.fieldofresearchcode010301en_US
dc.titleModelling of Flexible Pavements with Thin Bituminous Surfacing – Using Linear Elastic Theory and Finite Element Methoden_US
dc.typeConference outputen_US
dc.type.descriptionE1 - Conference Publications (HERDC)en_US
dc.type.codeE - Conference Publicationsen_US
gro.facultyGriffith Sciences, Griffith School of Engineeringen_US
gro.date.issued2011
gro.hasfulltextNo Full Text


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    Contains papers delivered by Griffith authors at national and international conferences.

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