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,...

সম্পূর্ণ বিবরণ

গ্রন্থ-পঞ্জীর বিবরন
প্রধান লেখক: Hernandez-Carrillo, Rodrigo, Beltrán-Calvo, Gloria-Inés
বিন্যাস: Online
ভাষা:eng
প্রকাশিত: Universidad Pedagógica y Tecnológica de Colombia 2023
বিষয়গুলি:
অনলাইন ব্যবহার করুন:https://revistas.uptc.edu.co/index.php/ingenieria/article/view/14768