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,...
| 主要な著者: | , |
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| フォーマット: | Online |
| 言語: | eng |
| 出版事項: |
Universidad Pedagógica y Tecnológica de Colombia
2023
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| オンライン･アクセス: | https://revistas.uptc.edu.co/index.php/ingenieria/article/view/14768 |
