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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Bibliographic Details
Main Authors: Hernandez-Carrillo, Rodrigo, Beltrán-Calvo, Gloria-Inés
Format: Online
Language:eng
Published: Universidad Pedagógica y Tecnológica de Colombia 2023
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Online Access:https://revistas.uptc.edu.co/index.php/ingenieria/article/view/14768
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