Evaluation of Bearing Capacity of Strip Footing Using Random Layers Concept

Pubblicato online: 17 nov 2015

Pagine: 31 - 39

DOI: https://doi.org/10.1515/sgem-2015-0030

Parole chiave

random field theory, reliability, bearing capacity, random layers concept, kinematic approach

© by Marek Kawa

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