Page 203 - Handbook of Gold Exploration and Evaluation
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178    Handbook of gold exploration and evaluation

              move very slowly by soil creep in close grain to grain contact on very low slope
              gradients. However, with increasing levels of saturation the development of
              positive pore pressure decreases cohesive resistance, which ultimately becomes
              negligible when the soil approaches complete saturation. Contrasts in perme-
              ability affect saturation and on a completely impervious (e.g., frozen) surface,
              run-off leaves the underlying material stable except for any movement that may
              be induced by earth tremors or local disturbances. In periglacial regions the
              surface thaws to depths of several metres during early spring and summer.
              Melting of the ice provides sufficient water to produce a highly saturated and
              mobile surface layer which slides downward along the plane between the surface
              layer and the underlying permafrost. Intermittent flow processes such as
              solifluction, slumping and sliding and the more rapid movement of mud/debris
              flow are not conducive to sorting in themselves; their importance lies in the
              supply of gold-bearing feed materials for fluvial processing.


              Soil creep
              Suitable conditions for soil creep are provided on gradients that allow the
              unconsolidated detritus to move very slowly downslope (about 1 m/y) in close
              grain to grain contact. The process is thought by some (e.g. Ruhe, 1975) to be a
              viscous mechanism in which the stresses are too small to cause shear but where
              nevertheless, internal and permanent deformation is associated with the
              movement. Others, including Douglas (1977), believe that soil creep is the
              result of the cumulative effect of intergranular forces, which displace individual
              particles relative to adjourning particles. There is no simple explanation. While
              the presence of soil water is essential for lubrication, movement by creep is also
              affected by, although not dependent upon many other processes. Important
              amongst these are rain splash, thermal expansion and contraction (e.g., frost
              heave and hydrostatic pressure in joints and cracks) and geotropism. Rain splash
              disturbs the surface particles by impact and by forming rivulets and sheet flow
              washes the lighter particles away. Frost heave lifts particles normal to the
              inclination of the ground and deposits them vertically downslope when the frost
              melts. Plant growth encourages infiltration and helps to initiate movement by
              modifying the effects of forces holding particles together. Surface creep is then a
              function of the cumulative effect of displacement by plant roots and swaying of
              trees and shrubs and other disturbances caused by animal grazing, tunnelling by
              termites, worms and other burrowing animal life, deflation by the wind itself and
              human activities.


              Solifluction
              Solifluction is most effective in periglacial climates, though its action is also
              possible in other climatic conditions, e.g. when more water is present. The
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