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Cyclic plasticity model using one yield surface only

โœ Scribed by Matti Ristinmaa

Book ID
103919369
Publisher
Elsevier Science
Year
1995
Tongue
English
Weight
912 KB
Volume
11
Category
Article
ISSN
0749-6419

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A bounding surface plasticity model for
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A constitutive model for describing the stress-strain behaviour of granular soils subjected to cyclic loading is presented. The model is formulated using bounding surface theory within a critical state framework. A single set of material parameters is introduced for the complete characterization of