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
Integration and calibration of a plasticity model for granular materials
β Scribed by L. Jacobsson; K. Runesson
- Publisher
- John Wiley and Sons
- Year
- 2002
- Tongue
- English
- Weight
- 173 KB
- Volume
- 26
- Category
- Article
- ISSN
- 0363-9061
- DOI
- 10.1002/nag.200
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