Rock Wedge Stability Analysis by a Level III Reliability Method

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,...

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Dades bibliogràfiques
Autors principals:	Hernandez-Carrillo, Rodrigo, Beltrán-Calvo, Gloria-Inés
Format:	Online
Idioma:	eng
Publicat:	Universidad Pedagógica y Tecnológica de Colombia 2023
Matèries:	Rock wedge reliability assessment Fisher distribution Monte Carlo simulation Cuña de roca análisis de confiabilidad Distribución Fisher Simulación de Monte Carlo
Accés en línia:	https://revistas.uptc.edu.co/index.php/ingenieria/article/view/14768

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