Rock Wedge Stability Analysis by a Level III Reliability Method

In fractured rock masses, discontinuities control the mechanical response of rock slopes. They even define the geometry of a potential failure, known a kinematically controlled failure. Hence, a proper characterization and description are needed to assess their stability. Accordingly, in this work,...

Täydet tiedot

Bibliografiset tiedot

Päätekijät:	Hernandez-Carrillo, Rodrigo, Beltrán-Calvo, Gloria-Inés
Aineistotyyppi:	Online
Kieli:	eng
Julkaistu:	Universidad Pedagógica y Tecnológica de Colombia 2023
Aiheet:	Rock wedge reliability assessment Fisher distribution Monte Carlo simulation Cuña de roca análisis de confiabilidad Distribución Fisher Simulación de Monte Carlo
Linkit:	https://revistas.uptc.edu.co/index.php/ingenieria/article/view/14768