Flow rule effects in the Tresca model

Elsevier Sci Ltd
Publication Type:
Journal Article
Computers And Geotechnics, 2008, 35 (3), pp. 500 - 503
Issue Date:
Full metadata record
Files in This Item:
Filename Description SizeFormat
2008000158OK.pdf269.88 kBAdobe PDF
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: