Page 449 - Rock Mechanics For Underground Mining
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LONGWALL MINING IN HARD ROCK





















              Figure 15.1 Vertical section illus-
              trating fracturing around deep tabu-
              lar stopes in strong brittle quartzites in
              South African gold mines (after Ryder
              and Jager, 2002).


                                        1978). Second, rockburst phenomena can be associated with slip on discontinuities
                                        or with the stress-induced fracturing that is commonly observed to occur around
                                        longwall faces in high-stress settings.
                                          Arockbursthasbeendefinedastheuncontrolleddisruptionofrockassociatedwitha
                                        violent release of energy additional to that derived from falling rock fragments (Cook,
                                        N.G.W. et al., 1966). Rockbursts are a sub-set of a broader range of seismic events,
                                        and are associated with conditions of unstable equilibrium as defined in sections
                                        10.6–10.9. Mining gives rise to seismic events ranging in energies in the approximate
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                                        range 10 to 10 J. Sudden, violent events which might cause considerable damage
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                                        to workings will radiate not less than about 10 J (Salamon, 1983). Rockbursts may
                                        have damaging effects on the rock surrounding other mine openings as well as on
                                        the rock in the vicinity of a longwall face. The reinforcement system used to limit
                                        the effects of rockbursts in a haulage in a South African gold mine was described in
                                        section 11.6.5.
                                          The theory of elasticity has been used with outstanding success to develop an
                                        understanding of the causes of rockbursts in longwall mining in hard rock, and to
                                        develop mining strategies which limit the incidence and effects of rockbursts. As
                                        shown in Figures 10.22 and 10.23, the longwall stope is represented as a narrow slot
                                        in a stressed elastic medium. The stresses and displacements induced by the creation
                                        of a new excavation, or by the extension of a longwall stope, may be calculated
                                        most conveniently using one of the forms of the boundary element method outlined
                                        in section 6.5. Closed-form solutions may be obtained for some simple problem
                                        configurations (Salamon, 1974).
                                          As observed in Chapter 10, it is now generally recognised that there are two basic
                                        modesofrockmassinstabilityleadingtorockbursts.Fault-slipeventsresemblenatural
                                        earthquakes,andusuallyoccuronaminepanelorminescale.Stressinducedfracturing
                                        or crushing of pillars, or fracturing at or near the mining face, can lead to local
                                        instabilities, sometimes called strain bursts, which occur on a stope or excavation
                                        scale. There is clearly a potential for much greater release of energy in a fault-slip
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