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ENERGY, MINE STABILITY, MINE SEISMICITY AND ROCKBURSTS



















              Figure 10.28  Six possible ways that
              mine-induced seismic events can oc-
              cur: (A) cavity collapse; (B) pillar
              burst; (C) tensional fault; (D) normal
              fault; (E) thrust fault; and (F) shallow
              thrust faulting (after Hasegawa et al.,
              1989).

                                        released by excavation. This suggests that, for the case of seismic events associated
                                        with fault slip, most of the released energy is dissipated by rock comminution during
                                        generation of faults and fractures and subsequent episodes of shear motion along
                                        them.
                                          The ratio of P-wave energy to S-wave energy is an important indicator of the source
                                        mechanism of a seismic event. For natural earthquakes, Boatwright and Fletcher
                                        (1984) showed that the S-wave energy is usually 10 to 30 times the P-wave energy
                                        for a double couple event. Mine scale seismicity shows different E s /E p ratios. For a
                                        mine in the Ruhr Basin, Germany, Gibowicz et al. (1990) found the ratio of S-wave
                                        energy to P-wave energy ranged from 1.5 to 30, with two-thirds of the events hav-
                                        ing E s /E p energy ratios less than 10. Urbancic and Young (1993) obtained similar
                                        results in a study at the Strathcona mine, Ontario, Canada. The proposal is that the
                                        enhanced P-wave energy and reduced S-wave energy can be explained by a non-
                                        double couple source mechanism. Gibowicz and Kijko (1994) proposed that these
                                        results, involving a volumetric component of deformation, are consistent with ten-
                                        sile failures, or at least shear failures with tensile components, that often occur in
                                        mines.

                                        10.10.4 Magnitude
                                        A magnitude scale is an attempt to measure the size of a seismic event, ideally in
                                        real time, and for some scales, in terms of the amplitude of part of the body wave
                                        that it induces. In most cases, the various proposed magnitude scales have been based
                                        on amplitudes recorded over a particular spectral band. The three commonly used
                                        magnitude scales are described below.
                                          The most commonly cited measure of magnitude is Local Magnitude (Richter,
                                        1935). It is based on time domain parameters and therefore requires no spectral
                                        analysis to estimate the magnitude. It is defined by

                                                           M L = log[A(D)K w /K)] − logA 0 (D)      (10.100)

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