Improved Formulation of the Hardening Soil Model in the Context of Modeling the Undrained Behavior of Cohesive Soils

Publicado en línea: 28 ago 2015

Páginas: 61 - 68

DOI: https://doi.org/10.1515/sgem-2015-0022

Palabras clave

soil constitutive modeling, undrained shear strength, deep excavations

© by Andrzej Truty

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.