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dc.contributor.authorGhafari, A.
dc.contributor.authorNikraz, Hamid
dc.contributor.authorSanaeirad, A.
dc.date.accessioned2017-01-30T14:57:21Z
dc.date.available2017-01-30T14:57:21Z
dc.date.created2016-09-19T02:14:06Z
dc.date.issued2016
dc.identifier.citationGhafari, A. and Nikraz, H. and Sanaeirad, A. 2016. Finite element analysis of deformation and arching inside the core of embankment dams during construction. Australian Journal of Civil Engineering. 14 (1): pp. 13-22.
dc.identifier.urihttp://hdl.handle.net/20.500.11937/42093
dc.identifier.doi10.1080/14488353.2015.1092639
dc.description.abstract

© 2015 Engineers Australia. One of the dangers affecting the integrity of the clay core of rockfill dams and consequently the dam’s stability is arching. Due to the different stiffness and consequently the different settlement of the core and shell material of a dam, a load transfer from the core to the shell occurs during and after dam construction. This can cause a total stress decline inside the core that can lead to horizontal cracking through arching action. This study considers the staged construction of the dam body, and employs a finite element analysis to investigate the effect of the parameters, namely the elasticity modulus of filter and transition zones and core geometry, on arching action inside the dam core. The model uses the geometrical and material parameters of the Chenareh Dam located in Ilam province in western Iran.

dc.publisherEngineers Media Pty Ltd
dc.titleFinite element analysis of deformation and arching inside the core of embankment dams during construction
dc.typeJournal Article
dcterms.source.volume14
dcterms.source.number1
dcterms.source.startPage13
dcterms.source.endPage22
dcterms.source.issn1448-8353
dcterms.source.titleAustralian Journal of Civil Engineering
curtin.departmentDepartment of Civil Engineering
curtin.accessStatusOpen access via publisher


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