Flow rule effects in the Tresca model

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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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
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