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,...

Mô tả đầy đủ

Chi tiết về thư mục
Những tác giả chính: Hernandez-Carrillo, Rodrigo, Beltrán-Calvo, Gloria-Inés
Định dạng: Online
Ngôn ngữ:eng
Được phát hành: Universidad Pedagógica y Tecnológica de Colombia 2023
Những chủ đề:
Truy cập trực tuyến:https://revistas.uptc.edu.co/index.php/ingenieria/article/view/14768