Page 489 - Rock Mechanics For Underground Mining
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BLOCK CAVING


























              Figure 15.35 Close-up of the caving
              region simulated in a PFC3D model
              (after Brown, 2003).

                                          Numerical modelling holds the possibility of providing a more fundamental and
                                        rigorous assessment of cave initiation and propagation than empirical methods. This
                                        approach may have advantages in cases for which current experience is lacking or
                                        not well developed. The application of preliminary continuum and discontinuum nu-
                                        merical modelling approaches to establishing cavability is reported by Brown (2003).
                                        Figure 15.35 shows a caving problem modelled using the three-dimensional Particle
                                        Flow Code, PFC3D, (Itasca, 1998) in which the rock is represented as an assembly
                                        of densely packed spherical particles bonded at their contact points. The illustrative
                                        example shown in Figure 15.35, has a circular undercut of radius 60 m at a depth
                                        of 500 m. Figure 15.35 shows a close-up view of the particles in part of a vertical
                                        plane through the caving rock mass and the distribution of the inter-particle forces.
                                        The caving of particles near the centre of the figure and the arching of compressive
                                        forces around the caving zone are illustrated.

                                        15.5.3 Cave initiation by undercutting
                                        Undercutting makes a critical contribution to the success or otherwise of block and
                                        panel caving. Poor planning, design, implementation and management of the under-
                                        cut can jeopardise the ultimate success, productivity and costs of an operation. In
                                        particular, care must be taken to ensure that the undercut does not impose exces-
                                        sive abutment stresses on the surrounding rock mass and extraction level excavations
                                        which could cause delays in production and incur excessive costs through support
                                        and reinforcement requirements and rehabilitation.
                                          The successful implementation of the apparently simple undercutting concept in
                                        the range of circumstances met in practice requires that careful attention be paid to
                                        several factors including:
                                           the sequence of undercut and extraction level development or the undercutting

                                           strategy;
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