Effect of blast-induced vibrations on fill failure in vertical block mining with delayed backfill

Author:

Emad Muhammad Zaka1,Mitri Hani1,Kelly Cecile2

Affiliation:

1. Department of Mining and Materials Engineering, McGill University, Montréal, QC H3A 0E8, Canada.

2. Birchtree Mine, Vale Manitoba Operations, Manitoba Division, Thompson, MB R8N 1P3, Canada.

Abstract

Numerical modelling has long been used as a powerful tool for geomechanics mine design and analysis of such problems as ore dilution. Open stoping mining method with delayed backfill is generally employed for mining steeply dipping tabular ore deposits. Several authors reported that consideration of production blast vibrations on adjacent, exposed backfill faces is crucial for the effective backfill design for minimum ore dilution due to fill failure. In this study, it is shown that blast vibrations can be characterized with dynamic numerical modelling. A FLAC3D dynamic numerical model has been developed for a typical layout of a secondary stope that is being mined next to a previously mined and backfilled primary stope. The numerical simulations are validated by comparing predicted failure geometry with laser-surveyed stope profiles obtained with a cavity monitoring system. It is shown that blast-induced vibrations can be a primary cause for wedge-type failure of the backfill face.

Publisher

Canadian Science Publishing

Subject

Civil and Structural Engineering,Geotechnical Engineering and Engineering Geology

Reference11 articles.

1. Annor, A.B. 1999. A study of the characteristics and behaviour of composite backfill material. Ph.D. thesis, McGill University, Montréal, Que.

2. Doerner, C.A.C. 2005. Effect of delayed backfill on open stope mining methods. M.Sc. thesis, The University of British Columbia, Vancouver, B.C.

3. Effect of blast vibrations on the stability of cemented rockfill

4. Farsangi, P.N. 1996. Improving cemented rockfilled design in open stoping. Ph.D. thesis, Department of Mining and Metallurgical Engineering, McGill University, Montréal, Que.

5. Empirical estimation of rock mass modulus

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