Locating Critical Circular and Unconstrained Failure Surface in Slope Stability Analysis with Tailored Genetic Algorithm

Publicado en línea: 16 feb 2018

Páginas: 87 - 98

DOI: https://doi.org/10.1515/sgem-2017-0039

Palabras clave

genetic algorithm, Spencers method, slope stability, critical failure surface, uplift phenomenon

© 2017 Tomasz Pasik et al., published by De Gruyter Open

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