Repeated Loading of Cohesive Soil – Shakedown Theory in Undrained Conditions

Pubblicato online: 28 ago 2015

Pagine: 11 - 16

DOI: https://doi.org/10.1515/sgem-2015-0015

Parole chiave

cyclic, triaxial test, clay, shakedown, undrained, resilient modulus

© by Andrzej Głuchowski

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