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,...
Hlavní autoři: | , |
---|---|
Médium: | Online |
Jazyk: | eng |
Vydáno: |
Universidad Pedagógica y Tecnológica de Colombia
2023
|
Témata: | |
On-line přístup: | https://revistas.uptc.edu.co/index.php/ingenieria/article/view/14768 |