Critical state constitutive models and shear loading of overconsolidated clays with deviatoric hardening

Categoría del artículo: Research Articles

Publicado en línea: 30 dic 2019

Páginas: 247 - 262

Recibido: 20 may 2019

Aceptado: 11 jul 2019

DOI: https://doi.org/10.2478/sgem-2019-0024

Palabras clave

constitutive models, critical state, overconsolidated clay, shear loading, deviatoric hardening

© 2019 Sara Rachdi et al. published by Sciendo

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