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,...

書誌詳細
主要な著者:	Hernandez-Carrillo, Rodrigo, Beltrán-Calvo, Gloria-Inés
フォーマット:	Online
言語:	eng
出版事項:	Universidad Pedagógica y Tecnológica de Colombia 2023
主題:	Rock wedge reliability assessment Fisher distribution Monte Carlo simulation Cuña de roca análisis de confiabilidad Distribución Fisher Simulación de Monte Carlo
オンライン･アクセス:	https://revistas.uptc.edu.co/index.php/ingenieria/article/view/14768

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