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Rock Mechanics.pdf - Mining and Blasting

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Figure 15.1 Vertical section illustrating<br />

fracturing around deep tabular<br />

stopes in strong brittle quartzites in<br />

South African gold mines (after Ryder<br />

<strong>and</strong> Jager, 2002).<br />

LONGWALL MINING IN HARD ROCK<br />

1978). Second, rockburst phenomena can be associated with slip on discontinuities<br />

or with the stress-induced fracturing that is commonly observed to occur around<br />

longwall faces in high-stress settings.<br />

A rockburst has been defined as the uncontrolled disruption of rock associated with a<br />

violent release of energy additional to that derived from falling rock fragments (Cook,<br />

N.G.W. et al., 1966). <strong>Rock</strong>bursts are a sub-set of a broader range of seismic events,<br />

<strong>and</strong> are associated with conditions of unstable equilibrium as defined in sections<br />

10.6–10.9. <strong>Mining</strong> gives rise to seismic events ranging in energies in the approximate<br />

range 10 5 to 10 9 J. Sudden, violent events which might cause considerable damage<br />

to workings will radiate not less than about 10 4 J (Salamon, 1983). <strong>Rock</strong>bursts may<br />

have damaging effects on the rock surrounding other mine openings as well as on<br />

the rock in the vicinity of a longwall face. The reinforcement system used to limit<br />

the effects of rockbursts in a haulage in a South African gold mine was described in<br />

section 11.6.5.<br />

The theory of elasticity has been used with outst<strong>and</strong>ing success to develop an<br />

underst<strong>and</strong>ing of the causes of rockbursts in longwall mining in hard rock, <strong>and</strong> to<br />

develop mining strategies which limit the incidence <strong>and</strong> effects of rockbursts. As<br />

shown in Figures 10.22 <strong>and</strong> 10.23, the longwall stope is represented as a narrow slot<br />

in a stressed elastic medium. The stresses <strong>and</strong> displacements induced by the creation<br />

of a new excavation, or by the extension of a longwall stope, may be calculated<br />

most conveniently using one of the forms of the boundary element method outlined<br />

in section 6.5. Closed-form solutions may be obtained for some simple problem<br />

configurations (Salamon, 1974).<br />

As observed in Chapter 10, it is now generally recognised that there are two basic<br />

modes of rock mass instability leading to rockbursts. Fault-slip events resemble natural<br />

earthquakes, <strong>and</strong> usually occur on a mine panel or mine scale. Stress induced fracturing<br />

or crushing of pillars, or fracturing at or near the mining face, can lead to local<br />

instabilities, sometimes called strain bursts, which occur on a stope or excavation<br />

scale. There is clearly a potential for much greater release of energy in a fault-slip<br />

431

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