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dc.contributor.authorShams, M.
dc.contributor.authorShahin, Mohamed
dc.contributor.authorIsmail, M.
dc.date.accessioned2017-11-28T06:37:29Z
dc.date.available2017-11-28T06:37:29Z
dc.date.created2017-11-28T06:21:44Z
dc.date.issued2017
dc.identifier.citationShams, M. and Shahin, M. and Ismail, M. 2017. Comparison between Granular Pile Anchor and Stiffened Slab Foundations for Expansive Soils using Numerical Modelling, The 15th International Conference of the International Association for Computer Methods and Advances in Geomechanics (15th IACMAG).
dc.identifier.urihttp://hdl.handle.net/20.500.11937/58897
dc.titleComparison between Granular Pile Anchor and Stiffened Slab Foundations for Expansive Soils using Numerical Modelling
dc.typeConference Paper
dcterms.source.titleProceedings of the 15th International Conference of the International Association for Computer Methods and Advances in Geomechanics (15th IACMAG)
dcterms.source.seriesProceedings of the 15th International Conference of the International Association for Computer Methods and Advances in Geomechanics (15th IACMAG)
dcterms.source.conferenceThe 15th International Conference of the International Association for Computer Methods and Advances in Geomechanics (15th IACMAG)
dcterms.source.placeChina
curtin.departmentDepartment of Civil Engineering
curtin.accessStatusFulltext not available


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