Flow rule effects in the Tresca model

UTSePress Research/Manakin Repository

Search UTSePress Research


Advanced Search

Browse

My Account

Show simple item record

dc.contributor.author Taiebat, Hossein en_US
dc.contributor.author Carter, John en_US
dc.contributor.editor en_US
dc.date.accessioned 2012-02-02T10:27:23Z
dc.date.available 2012-02-02T10:27:23Z
dc.date.issued 2008 en_US
dc.identifier 2008000158 en_US
dc.identifier.citation Taiebat Hossein and Carter John 2008, 'Flow rule effects in the Tresca model', Elsevier Sci Ltd, vol. 35, no. 3, pp. 500-503. en_US
dc.identifier.issn 0266-352X en_US
dc.identifier.other C1 en_US
dc.identifier.uri http://hdl.handle.net/10453/15234
dc.description.abstract The Tresca failure criterion is used regularly in geotechnical engineering to compute the failure loads of clay soils deforming under undrained conditions. When this criterion is used together with the finite element method a plastic flow rule must also en_US
dc.language en_US
dc.publisher Elsevier Sci Ltd en_US
dc.relation.isbasedon http://dx.doi.org/10.1016/j.compgeo.2007.06.012 en_US
dc.title Flow rule effects in the Tresca model en_US
dc.parent Computers And Geotechnics en_US
dc.journal.volume 35 en_US
dc.journal.number 3 en_US
dc.publocation Oxford, UK en_US
dc.identifier.startpage 500 en_US
dc.identifier.endpage 503 en_US
dc.cauo.name FEIT.School of Elec, Mech and Mechatronic Systems en_US
dc.conference Verified OK en_US
dc.for 090500 en_US
dc.personcode 040466 en_US
dc.personcode 0000023432 en_US
dc.percentage 100 en_US
dc.classification.name Civil Engineering en_US
dc.classification.type FOR-08 en_US
dc.edition en_US
dc.custom en_US
dc.date.activity en_US
dc.location.activity ISI:000256324500018 en_US
dc.description.keywords Circular Foundations; Bearing Capacity; Clay; Strip en_US


Files in this item

This item appears in the following Collection(s)

Show simple item record