A bounding surface plasticity model for
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N. Khalili; M. A. Habte; S. Valliappan
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Article
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2005
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John Wiley and Sons
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English
โ 340 KB
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