A bounding surface plasticity model for cyclic loading of granular soils

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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Veröffentlicht in:	International journal for numerical methods in engineering 2005-08, Vol.63 (14), p.1939-1960
Hauptverfasser:	Khalili, N., Habte, M. A., Valliappan, S.
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences bounding surface Buildings. Public works Computational techniques critical state Cross-disciplinary physics: materials science rheology cyclic loading Exact sciences and technology Fundamental areas of phenomenology (including applications) Geotechnics granular soils Granular solids Inelasticity (thermoplasticity, viscoplasticity...) Material form Mathematical methods in physics particle crushing Physics Rheology Soil mechanics. Rocks mechanics Solid mechanics Structural and continuum mechanics
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