Page 260 - Introduction to Mineral Exploration
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10: EVALUATION TECHNIQUES  243








































                 FIG. 10.25 Plot of the simulated sulfur variable, used for predicting life-of-mine (LOM) coal feed.

                   From 100 simulations the probability dis-  phase of a project. The engineers must decide
                 tribution of a grade variable can be derived.  whether it is feasible to mine the potential ore,
                 Prediction of grade variability is then possible.  as this information is required for the financial
                                                              analyses which may follow (see Chapter 11).
                                                                Geotechnical  investigations  essentially
                 10.5  GEOTECHNICAL DATA                      cover three aspects: soil, rock, and subsurface
                                                              water. A good field guide for the description of
                 During the sampling and evaluation of a min-  these is given by West (1991). Soil refers to the
                 eral deposit, the exploration geologist is in  uncemented material at or near the surface,
                 an ideal position to initiate the geotechnical  and can include weathered or broken rock. Soil
                 investigation of that deposit. Usually, geotech-  is mainly investigated for civil engineering pur-
                 nical and mining engineers are invited on to  poses such as foundations of buildings. Rock is
                 the investigating team after the initial drilling  the solid material which is excavated during
                 is complete. They will need to know some of  mining to reach and extract the ore. Subsurface
                 the properties of the rocks, such as strength,  water is part of the soil and the rock, and is
                 degree of weathering, and the nature of the  found in the pore spaces and in joints, fractures
                 discontinuities within the rock, in order to  and fissures.
                 begin designing the rock-related components    There are two forms in which the data can be
                 of the engineering scheme (haulages, under-  collected: (i) mainly subjective data obtained
                 ground chambers, pit slopes). It is important to  by logging core and the sides of excavations
                 investigate some of the geotechnical properties  (Table 10.8), and (ii) quantitative data obtained
                 of the overburden and of the rocks in which the  by measuring rock and joint strengths and also
                 mineralisation is found during the exploration  virgin rock stress, etc., either in the laboratory
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