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60    INTRODUCING LANDFORMS AND LANDSCAPES


                 weight of water displaces and relieves some of the  Shear stress, friction, cohesion, and
                 downward force created by the weight of the sed-  shear strength
                 iment. Second, under unsaturated conditions, a
                 negative pore pressure or suction force tends to  A handful of key mechanisms explain much about
                 hold the water within the pores and even draw  transport processes – force, stress, friction, and shear
                 it up from the water table by capillary rise. Such  strength. The case of soil resting on a slope demon-
                 negative pore pressure increases the normal force  strates these mechanisms. The force of gravity acts upon
                 between sediment grains and increases their resis-  the sediment, creating stresses. The normal stress (acting
                 tance to movement. This capillary cohesion force  perpendicular to the slope) tends to hold the sediment
                 keeps sandcastles from collapsing. Falling raindrops  in place. The shear stress acts in a downslope direction
                 also create a force when they strike the ground.  and, if large enough, will move the soil downhill.
                 Depending on their size and terminal velocity, they  Three factors resist this downhill movement – friction,
                 may create a force strong enough to move sediment  cohesion, and shear strength. Friction resists sliding.
                 grains.                                Many factors affect it, the most important being:
              4 Expansion forces. Sediments, soils, and even solid
                 rock may expand and contract in response to changes     friction between the sediment and the underlying
                 of temperature (heating and cooling, freezing and  rock
                 thawing) or moisture content (wetting and dry-     internal friction of grains within the sediment
                 ing), and sometimes in response to chemical changes  (whichdependsupontheirsize,shape,arrangement,
                 in minerals. Expansion tends to act equally in all  resistance to crushing, and the number of contacts
                 directions, and so any movement that occurs is  per unit volume)
                 reversible. However, on slopes, the action of grav-     normal stress (the larger this is, the greater the degree
                 ity means that expansion in a downslope direction  of friction)
                 greater than contraction in an upslope direc-     smoothness of the plane of contact between the sed-
                 tion produces an overall downslope movement of  iment and the rock, which influences the angle of
                 material.                                 friction.
              5 Global fluid movements. Wind carries water sedi-
                 ment in much the same way as water does – along  A soil mass on a slope needs no externally applied force
                 the ‘bed’ or in suspension. But, as air is far less dense  for it to move. If the slope angle is steep enough, the
                 a fluid than water, for the same flow velocity it carries  downslope component of the soil’s weight will provide
                 sediment of smaller grain size.        sufficient downslope force to cause movement. When
              6 Biological forces. Animals and plants create forces  the slope angle reaches a critical value, the soil will start
                 that influence sediment movement. Plant root  to slide. This critical angle is the static angle of slid-
                 systems push material aside, and if this occurs  ing friction, j m , the tangent of which is equal to the
                 on a slope an overall downslope movement may  coefficient of static friction. The effective normal stress,
                 result. Burrowing animals mine soils and sedi-  which allows for the pore water pressure in the soil,
                 ment, redistributing it across the land surface (see  also influences sliding. In dry material, the effective nor-
                 Butler 1995). Where animals burrow into slopes,  mal stress is the same as the normal stress, but in wet
                 a tendency for an overall downslope movement  but unsaturated soils, where pore water pressure is nega-
                 occurs.                                tive, the effective shear stress is less than the shear stress.
                                                        Cohesion of the soil (the degree to which the individual
              In summary, most movements of sediment require a  grains are held together) also affects sliding, cohesive sed-
              downslope force resulting from action of gravity, but  iment resisting sliding more than non-cohesive sediment.
              climatic, meteorological, and biotic factors may also  Finally, shear strength, which is the resistance of the soil
              play an important role in moving materials.  to shear stress, affects movement. Mohr–Coulomb’s law
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