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Rock Mechanics.pdf - Mining and Blasting

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Figure 10.15 Problem geometry for<br />

determination of released energy for<br />

an incremental increase in a mined<br />

void.<br />

ENERGY, MINE STABILITY, MINE SEISMICITY AND ROCKBURSTS<br />

When the excavation is created suddenly, the surface S does no work against the<br />

forces applied to it by the interior material, <strong>and</strong> the work potential Wi is expressed<br />

as excess energy at the excavation periphery. Therefore, for an excavation of arbitrary<br />

shape, the excess energy <strong>and</strong> the released energy are obtained directly from the<br />

excavation-induced tractions <strong>and</strong> displacements, i.e.<br />

We = Wr = 1<br />

<br />

(txuxi + tyu yi) dS (10.72)<br />

2 s<br />

Also, since the excess energy is mobilised at the excavation surface, this acts as the<br />

source for P <strong>and</strong> S waves, which radiate through the rock mass.<br />

In mining small excavations, such as drives <strong>and</strong> crosscuts, the practice is to generate<br />

the complete excavation cross section rapidly, in an incremental longitudinal extension<br />

of the opening. For the ore production excavations used in extracting an orebody, it<br />

is unusual for a complete stope to be mined instantaneously. The interest then is<br />

in the energy release rate for increments of extraction of the stope. Referring to<br />

Figure 10.15, the surface of the volume increment of excavation acts as a source for<br />

energy release. The area rate of energy release, dWr/dS, becomes a more appropriate<br />

measure of the intensity of energy release. If the orebody is geometrically regular, e.g.<br />

of uniform thickness, the volume rate of energy release, dWr/dV , is an index of the<br />

specific energy available for local crushing of rock around the excavation boundary.<br />

The value of this index is that it has the same dimensions as strain energy density,<br />

<strong>and</strong> therefore the same dimensions as stress.<br />

The computational determination of Wr <strong>and</strong> its derivates is a simple matter using the<br />

boundary element method of analysis. It is a trivial exercise to integrate, numerically,<br />

the products of induced tractions <strong>and</strong> displacements over the surface of an excavation.<br />

If this is repeated for the successive stages of excavation, the released energy Wr<br />

for an incremental increase in a mined void is obtained simply from the difference of<br />

the successive total amounts of released energy. The incremental area S or volume<br />

V of excavation is provided by the successive stages of the problem geometry, so<br />

that the derivates dWr/dS or dWr/dV are obtained directly.<br />

292

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