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PLASTICITY MODEL FOR SAND UNDER SMALL AND LARGE CYCLIC STRAINS (2001)
In this paper a plasticity constitutive model for sands is proposed, which combines a bounding surface framework for large cyclic strains with a Ramberg-Osgood-type hysteretic formulation for relatively smaller strains.
Reference:
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING / NOVEMBER 2001
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING / NOVEMBER 2001
Organization:
Department of Geotechnical Engineering, Faculty of Civil Engineering, National Technical Universtiy of Athens
Department of Geotechnical Engineering, Faculty of Civil Engineering, National Technical Universtiy of Athens
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