Evaluation of the effect of geometrical parameters on stope probability of failure in the open stoping method using numerical modeling
Stress-induced failure is among the most common causes of instability in Canadian deep underground mines. Open stoping is the most widely practiced underground excavation method in these mines, and creates large stopes which are subjected to stress-induced failure. The probability of failure (POF) d...
Main Authors: | Shahriyar Heidarzadeh, Ali Saeidi, Alain Rouleau |
---|---|
Format: | Article |
Language: | English |
Published: |
Elsevier
2019-05-01
|
Series: | International Journal of Mining Science and Technology |
Online Access: | http://www.sciencedirect.com/science/article/pii/S2095268618300521 |
Similar Items
-
An earth pressure coefficient based on the geomechanical and geometric parameters of backfill in a mine stope
by: Yan Levesque, et al.
Published: (2017-12-01) -
Geotechnical design for sublevel open stoping /
by: Villaescusa, Ernesto, author
Published: (2014) -
Open stope stability assessment through artificial intelligence
by: Allan Erlikhman Medeiros Santos, et al.
Published: (2020-06-01) -
Linking Stability Conditions and Ore Dilution in Open Stope Mining
by: Andreas Delentas, et al.
Published: (2021-11-01) -
Analyzing Stability Conditions and Ore Dilution in Open Stope Mining
by: Andreas Delentas, et al.
Published: (2021-12-01)