The damage-failure criteria for numerical stability analysis of underground excavations: A review

S Heidarzadeh, A Saeidi, A Rouleau - Tunnelling and Underground Space …, 2021 - Elsevier
Failure of rock mass in deep underground excavations could be attributed to a broad range
of performance malfunction, from plastic yielding of rock, generation of macro cracks on the …

Industry survey on the current state of stope design methods in the underground mining sector

M Janiszewski, S Pontow, M Rinne - Energies, 2021 - mdpi.com
Stope design is a core discipline within mining engineering. This study analyzes the current
state-of-the-art of stope design through a survey addressed to mining industry professionals …

Laboratory-Scale Investigation on Shear Behavior of Non-Persistent Joints and Joint Infill Using Lattice-Spring-Based Synthetic Rock Mass Model

M Al-E'Bayat, T Sherizadeh, D Guner - Geosciences, 2023 - mdpi.com
Discontinuities mainly control the mechanical behavior of rock mass and cause a significant
reduction in the rock mass strength. Joint persistency and joint infill conditions are …

Apport des Simulations Numériques et des Méthodes Empiriques à la Conception des Gisements Filoniens à Faible Pendage Encaissés dans des Roches de « …

G OMAR - 2022 - toubkal.imist.ma
Dans l'industrie minière, la réussite de l'exploitation d'une mine souterraine, est liée au choix
de la méthode d'exploitation appropriée et d'une conception et dimensionnement d'un mode …