Stability Assessment Of A Wide Stops Excavation In A Lead-Zinc Mine

Presented is a stability analysis for a trial stope in a lead-zinc mine. The trial scope would have an excavation width of 20 m with an initial height of 3 m. Filling would commence when the scope was heightened to 6 m. A two-pronged approach to predict the stability of such an opening was used viz. the finite element method and the rock mass classification method. Corroboration is shown to exist between the two methods. Deep borehole extensometer observations during stope extraction have been compared with predicted displacements.