Damage To Stope Walls From Underground Blasting
Price
Free (open access)
Transaction
Volume
48
Pages
12
Published
2000
Size
996 kb
Paper DOI
10.2495/SU000121
Copyright
WIT Press
Author(s)
E. Villaescusa & L.B. Neindorf
Abstract
This paper presents the results of a monitoring program to characterize the blast damage experienced in weak rock masses extracted by underground sublevel stoping methods. Triaxial geophone arrays were used to monitor blast attenuation and extensometers were used to measure hangingwall deformations during stope extraction. The blasting events were monitored and the vibration data were analyzed using the Holmberg-Persson criteria for blast attenuation. A comprehensive analysis of the measured vibrations was completed. This was followed by the development of predictive tools that can be used to reduce blast damage during future underground extractions within weak rock. 1 Introduction Rock mass damage in underground mining usually occurs due to a change in the induce
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