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ROCK MASS CLASSIFICATION

























              Figure 3.29  Computer generated
              contoured stereographic projection
              (after Rocscience, 1999).


                                        3.7 Rock mass classification

                                        3.7.1 The nature and use of rock mass classification schemes
                                        Whenever possible, it is desirable that mining rock mechanics problems be solved
                                        using the analytical tools and engineering mechanics-based approaches discussed in
                                        later chapters of this book. However, the processes and interrelations involved in
                                        determining the behaviour of the rock surrounding a mining excavation or group
                                        of excavations are sometimes so complex that they are not amenable to enginerring
                                        analysis using existing techniques. In these cases, design decisions may have to take
                                        account of previous experience gained in the mine concerned or elsewhere.
                                          In an attempt to quantify this experience so that it may be extrapolated from one site
                                        to another, a number of classification schemes for rock masses have been developed.
                                        These classification schemes seek to assign numerical values to those properties
                                        or features of the rock mass considered likely to influence its behaviour, and to
                                        combine these individual values into one overall classification rating for the rock
                                        mass. Rating values for the rock masses associated with a number of mining or civil
                                        engineering projects are then determined and correlated with observed rock mass
                                        behaviour. Aspects of rock mass behaviour that have been studied in this way include
                                        the stable spans of unsupported excavations, stand-up times of given unsupported
                                        spans, support requirements for various spans, cavability, stable pit slope angles,
                                        hangingwall caving angles and fragmentation. A number of these assessments made
                                        from geotechnical data collected in the exploration or feasibility study stages of a
                                        mining project may provide useful guides to the selection of an appropriate mining
                                        method.
                                          Although the use of this approach is superficially attractive, it has a number of
                                        serious shortcomings and must be used only with extreme care. The classification
                                        scheme approach does not always fully evaluate important aspects of a problem,
                                        so that if blindly applied without any supporting analysis of the mechanics of the
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