Flow rule effects in the Tresca model

Taiebat, HA; Carter, JP

Flow rule effects in the Tresca model

Taiebat, HA Carter, JP

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Publisher:: Elsevier Sci Ltd
Publication Type:: Journal Article
Citation:: Computers And Geotechnics, 2008, 35 (3), pp. 500 - 503
Issue Date:: 2008-01

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Field	Value	Language
dc.contributor.author	Taiebat, HA	en_US
dc.contributor.author	Carter, JP	en_US
dc.date.issued	2008-01	en_US
dc.identifier.citation	Computers And Geotechnics, 2008, 35 (3), pp. 500 - 503	en_US
dc.identifier.issn	0266-352X	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.publisher	Elsevier Sci Ltd	en_US
dc.relation.ispartof	Computers And Geotechnics	en_US
dc.relation.isbasedon	10.1016/j.compgeo.2007.06.012	en_US
dc.subject.classification	Geological & Geomatics Engineering	en_US
dc.title	Flow rule effects in the Tresca model	en_US
dc.type	Journal Article
utslib.citation.volume	3	en_US
utslib.citation.volume	35	en_US
utslib.location.activity	ISI:000256324500018	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	0914 Resources Engineering and Extractive Metallurgy	en_US
utslib.for	0915 Interdisciplinary Engineering	en_US
dc.location.activity	ISI:000256324500018	en_US
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Mechanical and Mechatronic Engineering
utslib.copyright.status	closed_access
pubs.consider-herdc	true	en_US
pubs.issue	3	en_US
pubs.volume	35	en_US

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

Please use this identifier to cite or link to this item:

http://hdl.handle.net/10453/15234