Reliability Analysis of Bearing Capacity of Square Footing on Soil with Strength Anisotropy Due to Layered Microstructure

Pubblicato online: 12 feb 2016

Pagine: 19 - 28

DOI: https://doi.org/10.1515/sgem-2015-0041

Parole chiave

layered microstructure, square footing, strength anisotropy, reliability analysis, probability of failure, factor of safety

© 2015 Marek Kawa, published by De Gruyter Open

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