Page 505 - Rock Mechanics For Underground Mining
P. 505

CHIMNEY CAVING

                                          The first mechanism occurs in weathered or weak rock, or in previously caved rock.
                                        It is a progressive mechanism that starts with failure of the stope roof or hanging
                                        wall on inclined surfaces. If a stable, self-supporting arch cannot be formed, the
                                        failure may progressively propagate towards the surface as shown in Figure 16.3. As
                                        material falls from the roof or from the propagating cave, it will bulk and will tend
                                        to fill the stope void. Unless the stope is initially large and open, or unless sufficient
                                        material is progressively drawn from it, the stope will eventually become filled with
                                        caved material which will provide support for the upper surface and so arrest the
                                        development of the cave. It is for this reason that the development of chimney caving
                                        is so closely associated with draw control.
                                          This progressive failure mechanism has been well established in model studies of
                                        the failure of shallow tunnels in sand and clay (Atkinson et al., 1975) and in model
                                        studies of the mining of steeply dipping, tabular orebodies. It is most likely to occur
                                        when the mechanical properties of the hangingwall material are similar to those of
                                        a soil. Once initiated, propagation of the failure to surface can be very rapid. This
                                        can give the impression that the cave reaches the surface instantaneously and that the
                                        mechanism is that of sudden plug subsidence rather than a progressive one.
                                          This mechanism was first postulated by Crane (1931) who studied chimney caving
                                        development, particularly in the northern Michigan iron ore mining district. Much of
                                        the chimney caving that has occurred on the Zambian copper belt is of this type. Some
                                        of these caves appeared some time after the areas beneath them had been mined out. A
                                        possible explanation of this is the progressive deterioration with time of the narrow rib
                                        pillars that were left between the open stopes. Eventually the pillars collapse, leaving
                                        an unsupported span that is wider than the critical width at which progressive caving
              Figure 16.3  Progressive vertical
              chimney cave development in ho-  initiates. More typically, the chimney caves, or sinkholes as they are called locally,
              mogeneous material (after B´etourney  form almost simultaneously with the blasting of rib and crown pillars of two or three
              et al., 1994).            adjacent stopes. Here again, the maximum stable span may be suddenly exceeded.
                                          The second mechanism is also progressive, but occurs as a result of the unravelling
                                        of a discontinuous rock mass. The rock material itself may be quite strong and may
                                        not fail except in flexure. The mechanism is controlled by the regular discontinuities
                                        in the rock mass. As in the previous case, a sufficient void must be maintained beneath
                                        the cave if it is to continue to propagate. Mechanisms of this type have been observed
                                        in physical model studies using the base friction apparatus, for example. They have
                                        also been studied using distinct element numerical models.
                                          Rice (1934) describes an example of this type of chimney cave development over an
                                                                        2
                                        openinghavingaroofareaof4.3 × 8.6m inagraphiticslatedippingatapproximately
                                        60 . The excavation was created to provide backfill material, and as the broken slate
                                          ◦
                                        was progressively drawn, the cave propagated vertically through some 300 m of slates
                                        to surface in approximately one year, maintaining the cross-sectional area of the initial
                                        opening.
                                          The third mechanism, that of plug subsidence, differs from the other two in that
                                        it is controlled by one or more major structural features which provide low shear
                                        strength surfaces on which the plug of undercut rock may slide under the influence of
                                        gravity. In this case, the mass of rock will undergo essentially rigid-body displacement
                                        without breaking up or dilating. Thus, a vertical displacement at the stope boundary
                                        will result in a vertical displacement of similar magnitude at the surface. Although
                                        an initial void must exist for this mechanism to occur, the development of this type of
                                        chimney cave is not as closely associated with draw control as are the other two types.
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