During underground mining, rock mass changes can occur as a function of the mining sequence and excavation processes. Mining-induced rock mass damage can occur due to redistribution of static stresses and the application of dynamic stresses from blasting and seismic activity. These rock mass changes can result in a degradation of strength of the bulk rock mass and the remaining rock surrounding existing excavations. Rock mass damage near existing excavations which lead to excavation-scale instabilities such as rock fall, excavation closure, or visible rock mass fracturing can detrimentally affect the safety and profitability of mining operations. The focus of the current work was the prediction and assessment of damage to mine infrastructure occurring in relation to the blasting of a sublevel open stope. The study case involved a 60kt stope located in a highly-competent rock mass at a large Australian sublevel open stoping mine. The mine infrastructure of interest for investigation included local stope access development, critical access and haulage development crossing a regional-scale fault, an explosives storage magazine and a ventilation return air raise. The methods used to predict or assess the blast-induced damage to each infrastructure element in response to stope extraction were:_x000D_
intact rock strength testing,_x000D_
discontinuity mapping,_x000D_
linear-elastic static stress modelling,_x000D_
blast-damage mapping,_x000D_
near-field blast vibration monitoring and analysis,_x000D_
geophysical assessment using inferred stiffness and wave velocity methods, and_x000D_
post-extraction void assessment. The results of the detailed blast damage prediction and assessment program at the mine site have been discussed by the primary author elsewhere (Fleetwood, 2010). The current work will address blast-induced damage to mine infrastructure as a result of extraneous blasting vibrations from stope production blasting. A method for predicting the amplification of excavation surface motions from reflecting body waves will be discussed as well as the results of damage mapping around the study stope. The results of the damage mapping program identified blast-induced damage that occurred to the surface of the explosives storage magazine and local stope access development. No damage was observed at the main fault crossing or return air raise where higher vibration amplitudes were measured or predicted._x000D_
FORMAL CITATION:Fleetwood, K G and Villaescusa, E, 2010. Blast vibration monitoring and elastic wave reflection models to assess blast-induced damage to mine infrastructure - an underground case study, in Proceedings Mine Planning and Equipment Selection (MPES) 2010, pp 165-178 (The Australasian Institute of Mining and Metallurgy: Melbourne).