Page 486 - Rock Mechanics For Underground Mining
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LONGWALL AND CAVING MINING METHODS

                                          Duplancic and Brady’s observations at Northparkes confirm the previous general
                                        finding that for boundary collapse to occur, a flat lying discontinuity set is required
                                        to act as a release mechanism.
                                          A third general case must be considered. If the horizontal in situ stresses and the
                                        tangential stresses induced in the crown of the undercut or cave are high enough
                                        to develop clamping forces which inhibit gravity-induced caving, but are not high
                                        compared to the compressive strength of the rock mass, caving may be inhibited and
                                        a stable, self-supporting arch may develop. In this case, several serious consequences
                                        can follow. Production will cease in the area, there will be a possibility of damage to
                                        installations and injury to personnel from the impact loads and the air blast that can
                                        be produced when the arch eventually fails, and the expense of the measures that may
                                        be necessary to induce caving can render the operation uneconomic. Kendrick (1970)
                                        provides an instructive account of the difficulties caused by the arrest of caving and the
                                        measures taken to re-initiate caving at the Urad Mine, Colorado, USA. Kendrick found
                                        that once a stable arch had formed across the minimum dimension of an undercut
                                        area, the maximum dimension could be extended considerably without causing the
                                        ore to cave.
                                          At the Northparkes E26 Mine, New South Wales, Australia, hydraulic fracturing
                                        and a boundary slot were used to attempt to induce continuous caving after caving of
                                        Lift 1 had been arrested (van As and Jeffrey, 2000). A massive air blast resulting from
                                        the collapse of the “crown pillar” into a large air void when caving propagated into a
                                        weak, leached zone led to the death of four men in late 1999. Although the details of
                                        this occurrence are not entirely relevant to the current discussion of caving mechanics,
                                        they will be outlined here for completeness and their educational value. Following a
                                        Coronial Inquest, Hebblewhite (2003) summarised the circumstances leading to the
                                        Northparkes accident in the following way:

                                           “The initial establishment of the block caving operation had been carried out using

                                           a double undercut, at two sub-levels, 18 m and 30 m above the extraction level,
                                           respectively.
                                           Caving of the ore above the undercut commenced during the undercut development

                                           process.
                                           For a number of reasons – possibly a combination of the nature of the rock mass and

                                           the process of undercut development and caving – the initial cave back developed
                                           a curved or arched shape very early in the operation (prior to the full extent or
                                           horizontal footprint of the cave being established).
                                           Over a period of years, problems were encountered with delayed or restricted

                                           caving.
                                           Mine management implemented a number of significant caving propagation initia-

                                           tives, including blasting and several hydraulic fracturing campaigns, with varying
                                           success.
                                           In the weeks leading up to 24 November 1999, there were signs of increasing

                                           caving activity as a result of the hydraulic fracturing campaign that contract drillers
                                           were engaged in – working from an original exploration drive and cross cuts/drill
                                           cuddies at One Level, an access point that intersected the orebody, approximately
                                           halfway up the height of Lift 1.
                                           Coincident with this increased caving activity was a vertical change in geology,

                                           leading to different rock mass characteristics due to a gypsum-leached zone. At
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