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dc.contributor.authorChegenizadeh, Amin
dc.contributor.authorKeramatikerman, M.
dc.contributor.authorNikraz, Hamid
dc.date.accessioned2018-12-13T09:09:55Z
dc.date.available2018-12-13T09:09:55Z
dc.date.created2018-12-12T02:46:38Z
dc.date.issued2016
dc.identifier.citationChegenizadeh, A. and Keramatikerman, M. and Nikraz, H. 2016. Flexible pavement modelling using Kenlayer. Electronic Journal of Geotechnical Engineering. 21 (7): pp. 2467-2479.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/71382
dc.description.abstract

Road is one of the main infrastructures that play a crucial role in economy development of countries. Pavement engineering is a key factor to design and construct optimum roads. Flexible pavement is one of the most applicable method in road construction that is made in a series of layers. The construction of this type of pavement is very fast and easy to repair and have a greater resistance in a wide range of temperature and additional layer always could be added at any time. There is a various modelling software to analyse flexible pavement structure. Kenlayer is one of the most effective application in analysing flexible pavement engineering. In this paper, the well-known FEM package of kenlayer was used to evaluate flexible pavement deflection and stress distribution. In this research, the effect of different parameters such as layer moduli and poisson's ratio were changed and the stress and deflection were compared.

dc.publisherElectronic Journal of Geotechnical Engineering
dc.relation.urihttp://www.ejge.com/2016/JourTOC21.07.htm
dc.titleFlexible pavement modelling using Kenlayer
dc.typeJournal Article
dcterms.source.volume21
dcterms.source.number7
dcterms.source.startPage2467
dcterms.source.endPage2479
dcterms.source.issn1089-3032
dcterms.source.titleElectronic Journal of Geotechnical Engineering
curtin.departmentSchool of Civil and Mechanical Engineering (CME)
curtin.accessStatusOpen access via publisher


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