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A unified bounding surface plasticity model for unsaturated soils

✍ Scribed by A.R. Russell; N. Khalili

Publisher
John Wiley and Sons
Year
2006
Tongue
English
Weight
466 KB
Volume
30
Category
Article
ISSN
0363-9061

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πŸ“œ SIMILAR VOLUMES

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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

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## Abstract The behavior of granular materials is known to depend on its loose or dense nature, which in turns depends both on density and confining pressure. Many models developed in the past require the use of different sets of constitutive parameters for the same material under different confini