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THIN TABULAR EXCAVATIONS


                                        the presence of natural discontinuities. This is demonstrated in Figure 10.20, where
                                        the stiffness ratios for various jointed specimens are seen to be quite different from that
                                        for an unjointed specimen. As demonstrated in Figure 10.21, various joint patterns
                                        lead to a positive value of a pillar stability index, for a pillar width/height ratio of
                                        0.5. It can be readily inferred, from the shape of the accompanying plots in Figure
                                        10.21, that stable post-peak behaviour is assured at higher pillar width/height ratios.
                                        The results as presented imply that the natural discontinuities in a rock mass have
                                        a dominant effect on the post-peak deformation properties of the medium, and may
                                        control the potential for mine global instability. In general, joint sets and other features
                                        oriented to favour slip during the process of development of new fractures in a pillar
                                        can be expected to lead to stable yield of the pillar.
                                          Analysis of mine stability for geometrically irregular mine structures is not
                                        amenable to simplification in the way described for the structures developed in strati-
                                        form orebodies. It is possible that a general computational method for global stability
                                        analysis may be formulated by incorporation of the localisation theories of Rudnicki
                                        and Rice (1975) and Vardoulakis (1979) in some linked computational scheme.


                                        10.8 Thin tabular excavations

                                        Interest in thin, tabular excavations arises since they are common and industrially
                                        important sources of ore. They are generated when coal seams or reef ore deposits are
                                        mined by longwall methods. Energy release has been studied extensively in relation
                                        to the mining of South African gold reefs, where, at the mining depths worked,
                                        static stresses are sufficient to cause extensive rock mass fracture around production
                                        excavations. Many of the original ideas associated with energy release evolved from
                                        studies of problems in deep mining in South Africa. For example, Hodgson and
                                        Joughin (1967) produced data on the relation between ground control problems in
                                        and adjacent to working areas in stopes and the rate of energy release. Some of these
                                        notions of the mining significance of energy release appear to have developed from
                                        macroscopic application of the principles of Griffith crack theory.
                                          The conventional treatment of a thin tabular excavation such as that by Cook
                                        (1967a), considers it as a parallel-sided slit, as shown in Figure 10.22. Sneddon
                                        (1946) showed that the mining-induced displacements of points on the upper and

              Figure 10.22  Representation of a
              narrow mine opening as a narrow slot.


















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