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,...
| Հիմնական հեղինակներ: | , |
|---|---|
| Ձևաչափ: | Online |
| Լեզու: | eng |
| Հրապարակվել է: |
Universidad Pedagógica y Tecnológica de Colombia
2023
|
| Խորագրեր: | |
| Առցանց հասանելիություն: | https://revistas.uptc.edu.co/index.php/ingenieria/article/view/14768 |
