Effect of Dynamic Loading and Tunnel Support in Deep Level Mines

The Australasian Institute of Mining and Metallurgy
K Le Bron
Organization:
The Australasian Institute of Mining and Metallurgy
Pages:
9
File Size:
2011 KB
Publication Date:
Jan 1, 1999

Abstract

Fatalities that occurred because of rock falls in off-reef excavations (excluding shafts) over the last three years range between ten per cent and 20 per cent of the total number of fatalities that have occurred due to rock falls in the South African mining industry. These rock falls, mostly exacerbated by blasting practices, occur because of failure on discontinuities within the rock mass. Among other reasons of their occurrence is insufficient support installation or the incorrect assessment of rock mass conditions. This report presents qualitative analysis intended to outline rock stability conditions in tunnels subjected to dynamic loading. Seismic waves including those created by firing an explosive charge in tunnel rocks are considered. The rock behaviour is monitored using geophones and extensometers variably installed to record the near and far effects of roof bolt support units on a dynamically loaded rock. The paper discusses the results of field investigations.
Citation

APA: K Le Bron  (1999)  Effect of Dynamic Loading and Tunnel Support in Deep Level Mines

MLA: K Le Bron Effect of Dynamic Loading and Tunnel Support in Deep Level Mines. The Australasian Institute of Mining and Metallurgy, 1999.

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