Varol, Ogun OzanAyhan, MustafaAkin, Mutluhan2025-05-102025-05-1020241938-63621939-787910.1080/19386362.2024.23534612-s2.0-85193012608https://doi.org/10.1080/19386362.2024.2353461https://hdl.handle.net/20.500.14720/10782Varol, Ogun Ozan/0000-0002-3546-3086This study investigates the slope stability of Bing & ouml;l open-pit iron mine slopes using 3D limit equilibrium and finite element methods. The pit benches are 3 m wide and 6 m high, with an overall slope angle of 38 degrees. The geological composition comprises slightly to moderately weathered and heavily jointed phyllite, micaschist, and gneiss. Shear strength parameters were determined through back analyses of already failed sections using the Hoek-Brown failure criterion and Geological Strength Index (GSI). Factor of safety values for static and dynamic conditions were calculated using 3D limit equilibrium and 2D finite element analyses. Results show good agreement between the two methods, with benches in the northern section exhibiting a significant decrease in safety factor under dynamic conditions, indicating near-limit equilibrium slopes.eninfo:eu-repo/semantics/closedAccess3D Limit Equilibrium AnalysisSlope StabilityGeological Strength IndexFinite Element MethodHeavily Jointed Rock MassOpen PitGsiBack AnalysesArticle186N/AQ2623643WOS:001222533400001