Page 463 - Rock Mechanics For Underground Mining
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LONGWALL COAL MINING




























              Figure 15.12 Rock fracture and dis-  when the face has advanced such that the recently fractured zone lies above the
              placement pattern near the face of a  mined-out area.
              longwall coal mining panel: (a) sec-  Valuable new understandings of longwall caving and of longwall geomechanics
              tion transverse to the panel axis; (b)
                                        generally, have been developed in Australia in recent years through a major industri-
              longitudinal section (after Kelly et al.,
                                        ally sponsored research program (Kelly et al., 1996, 1998, 2002). Studies were carried
              2002, adapted from Peng and Chiang,
              1984).                    outat a number of mines in differingminingenvironmentsusinga multi-path approach
                                        involving a range of tools including geological and geomechanical characterisa-
                                        tion techniques, microseismic monitoring, 2D and 3D numerical stress-displacement
                                        modelling, a range of underground monitoring methods and 3D visualisation tech-
                                        niques. Some of the findings from the case studies summarised by Kelly et al. (2002)
                                        were:
                                           Micro-seismic event locations showed that rock fracture or shear occurred gener-

                                           ally 30–50 m, but as much as 80 m, ahead of the face in a cyclic, arcuate pattern in
                                           plan view as illustrated in Figure 15.13 for the Gordonstone (now Kestrel) Mine.
                                           Micro-seismic event locations showed that rock fracture or shear may occur up to

                                           100 m above or below the face as illustrated in Figure 15.14 for the Gordonstone
                                           Mine. These events may be influenced by the presence of previously mined seams.
                                           Water content and pore pressure increases are likely to exert an influence on rock

                                           failure mechanisms. At Gordonstone, pore pressure increases were detected up to
                                           250 m ahead of and 55 m above the face and piezometer cables were sheared up
                                           to 80 m ahead of and 100 m above the face as illustrated in Figure 15.14.
                                           Micro-seismic events demonstrated the activation of slip on major structures up

                                           to 300 m from the face and generally on the “solid” side of the longwall panel.
                                           Longwall caving mechanics is complex being influenced by the local geology

                                           and previous mining. Thick sandstone beds may exert a strong influence on the
                                           initiation and propagation of caving.

                                          Massive strata, usually of sandstone, immediately above the coal seam being ex-
                                        tracted can have a number of important influences. They can inhibit the regular, cyclic


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