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

Kategoria artykułu: Research Articles

Data publikacji: 30 gru 2019

Zakres stron: 247 - 262

Otrzymano: 20 maj 2019

Przyjęty: 11 lip 2019

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

Słowa kluczowe

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

© 2019 Sara Rachdi et al. published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.