INVESTIGADORES
MANZANAL Diego Guillermo
congresos y reuniones científicas
Título:
Generalized plasticity constitutive model based on state parameter approach for saturated and unsaturated soils
Autor/es:
D. MANZANAL; M. PASTOR; J.A. FERNANDEZ MERODO
Lugar:
Paris
Reunión:
Conferencia; 3nd International Workshop of Young Doctors in Geomechanics; 2008
Institución organizadora:
Ecole Nationale des Ponts et Chaussées (ENPC)
Resumen:
The study developed in this work is focused on constitutive modelling of saturated and unsaturated granular soils from the state parameters point of view. The Generalized Plasticity constitutive equation has been extended in order to reproduce stress-strain behaviour of granular soils with a single set of intrinsic model constants for different densities, confining pressures and saturation conditions.
