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
Procedure, selection and application of plasticity models for a soil
β Scribed by C. S. Desai; H. V. Phan; S. Sture
- Publisher
- John Wiley and Sons
- Year
- 1981
- Tongue
- English
- Weight
- 632 KB
- Volume
- 5
- Category
- Article
- ISSN
- 0363-9061
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