Page 235 - Introduction to Mineral Exploration
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218   M.K.G. WHATELEY & B. SCOTT



                  minimizing the cost of collecting the samples  Excavation can be either by hand, mechanical
                  when compared with re-sampling.             digger, or by bulldozer on sloping ground.
                                                              Excavated depths of up to 4 m are common.

                  10.2  PITTING AND TRENCHING
                                                              10.3  DRILLING
                  In areas where soil cover is thin, the location
                  and testing of bedrock mineralisation is made  10.3.1  Auger drilling
                  relatively straightforward by the examination  Augers are hand-held or truck-mounted drills,
                  and sampling of outcrops. However in loca-  which have rods with spiral flights to bring soft
                  tions of thick cover such testing may involve  material to the surface. They are used particu-
                  a deep sampling program by pitting, trenching,  larly to sample placer deposits. Power augers
                  or drilling. Pitting to depths of up to 30 m is  are particularly useful for deep sampling in
                  feasible and, with trenching, forms the simplest  easily penetrable material where pitting is not
                  and least expensive method of deep sampling  practicable (Barrett 1987). They vary in size
                  but is much more costly below the water table.  from those used to dig fence post holes to large,
                  For safety purposes, all pits and trenches are  truck-mounted rigs capable of reaching depths
                  filled in when evaluation work is completed.  of up to 60 m, but depths of less than 30 m are
                  Drilling penetrates to greater depth but is more  more common. Hole diameters are from 5 to
                  expensive and requires specialized equipment  15 cm in the larger units, although holes 1 m
                  and expertise that may be supplied by a con-  in diameter were drilled to evaluate the Argyle
                  tractor. Despite their relatively shallow depth,  diamond deposit in Australia. In soft ground
                  pits and trenches have some distinct advant-  augering is rapid and sampling procedures need
                  ages over drilling in that detailed geological  to be well organized to cope with the material
                  logging can be carried out, and large and, if  continuously brought to the surface by the
                  necessary, undisturbed samples collected.   spiralling action of the auger. Considerable care
                                                              is required to minimize cross-contamination
                  10.2.1  Pitting                             between samples. Augers are light drills and are
                                                              incapable of penetrating either hard ground or
                  In areas where the ground is wet, or labor is  boulders. For this purpose, and holes deeper
                  expensive, pits are best dug with a mechanical  than about 60 m, heavier equipment is neces-
                  excavator. Pits dug to depths of 3–4 m are com-  sary and this is described in the next section.
                  mon and with large equipment excavation to
                  6 m can be achieved. In wet, soft ground any pit
                  deeper than 1 m is dangerous and boarding   10.3.2  Other drilling
                  must be used. Diggers excavate rapidly and pits  For anyone interested in understanding the
                  3–4 m deep can be dug, logged, sampled, and  subsurface, drilling is the most frequently used
                  re-filled within an hour. In tropical regions,  technology. The various methods of drilling
                  thick lateritic soil forms ideal conditions for  serve different purposes at various stages of
                  pitting and, provided the soil is dry, vertical  an exploration program (Annels 1991). The
                  pits to 30 m depth can be safely excavated. Two  Australian Drilling Industry Training Com-
                  laborers are used and with a 1 m square pit,  mittee (1997) gives a comprehensive account of
                  using simple local equipment, advances of up  methods, applications, and safety issues. Early
                  to 2 m per day down to 10 m depth are possible,  on when budgets are low, inexpensive drilling is
                  with half that rate for depths from 10 to 20 m,  required. The disadvantage of cheaper methods,
                  and half again to 30 m depth.               such as augering, rotary or percussion drilling,
                                                              is that the quality of sampling is poor with con-
                                                              siderable mixing of different levels in the hole.
                  10.2.2  Trenching
                                                              Later, more expensive, but quality samples are
                  Trenching is usually completed at right angles  usually collected using reverse circulation or
                  to the general strike to test and sample over  diamond core drilling as shown in the follow-
                  long lengths, as across a mineralized zone.  ing table:
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