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,...
- Autores:
- Tipo de recurso:
- Fecha de publicación:
- 2023
- Institución:
- Universidad Pedagógica y Tecnológica de Colombia
- Repositorio:
- RiUPTC: Repositorio Institucional UPTC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.uptc.edu.co:001/14347
- Acceso en línea:
- https://revistas.uptc.edu.co/index.php/ingenieria/article/view/14768
https://repositorio.uptc.edu.co/handle/001/14347
- Palabra clave:
- Rock wedge
reliability assessment
Fisher distribution
Monte Carlo simulation
Cuña de roca
análisis de confiabilidad
Distribución Fisher
Simulación de Monte Carlo
- Rights
- License
- Copyright (c) 2023 Rodrigo Hernandez-Carrillo, Gloria-Inés Beltrán-Calvo