Finite Element Analysis of Slope Stability of Fushun West Open-Pit Mine

• Published in: Tehnički vjesnik Vol. 31; no. 6; pp. 1968 - 1974
• Main Authors: Wang, Tong, Yuan, Lizhi, Bi, Mingli
• Format: Journal Article Paper
• Language: English
• Published: Slavonski Baod Josipa Jurja Strossmayer University of Osijek 2024; Sveučilište u Slavonskom Brodu, Stojarski fakultet; Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek
• Subjects: elastoplastic constitutive model; Elastoplasticity; FE strength reduction method; Finite element method; Numerical analysis; Open pit mining; Plastic zones; Safety factors; Sliding; Slope stability; Soil mechanics; Stability analysis

Slope stability analysis is the earliest subject that classical soil mechanics tried to solve but has not yet been satisfactorily solved. Various stability analysis methods are roughly equivalent at home and abroad, while the current numerical analysis methods can generally only obtain slope stress,...