Page 23 - Numerical Analysis and Modelling in Geomechanics
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4 JOHN W.BULL AND C.H.WOODFORD
            into the void. The radius of the column is approximately equal to that of the void
            [24]. If the medium is a subgrade, the detonation gases dry the void and in time
            the  walls  of  the  void  slide  down,  disturbing  the  subgrade.  The  shape  of  the
            disturbed subgrade is conical with its base upward [14, 25, 26]. The cone apex
            angle at the point of detonation is between 82.14° and 93.74° [14, 25].
              In  sands,  following  a  detonation  there  is  either  immediate  surface  ground
            heave or small surface settlement followed by continued ground settlement for
            about  an  hour.  Consolidation  of  the  sand  occurs  over  several  hours  with  water
            escaping  to  the  surface.  The  results  of  standard  penetration  tests  or  cone
            penetration tests taken immediately following detonation will be misleading as
            the  test  results  will  indicate  little  effect  of  the  detonation,  although  the  clearly
            visible large surface settlements make clear that considerable density increases
            have taken place [27].
              Clay  subgrades  have  high  compressibility,  high  plasticity  and  low  filtration
            properties that ensure that voids caused by an underground detonation are almost
            hermetically sealed. Full-scale experiments have shown that in clay large cavities
            are  distinguished  by  low  stability,  but  that  if  these  voids  are  spherical  with  a
            diameter of up to 6 to 7.25 metres, they can be relatively stable [28]. To produce
            a camouflet with λ =−1.388 having a void diameter 7.25 m would require a 333
                           c
            kg mass of TNT (1.048W 0.333 ). The probability of voids being formed near the
            surface  in  granular  materials  is  negligible,  but  the  probability  does  increase  as
            the depth of detonation increases [16, 17].
              Test  data  for  camouflets  where  there  is  little  or  no  surface  disturbance  is
            scarce [25]. When a camouflet is formed, at the air-ground interface there may
            be no disturbance, a small mound, a depression, a hole or only loose subgrade.
            The  shape  of  the  disturbed  subgrade  above  the  camouflet  is,  as  previously
            described conical, base upward [25]. No specific research has been carried out to
            determine  the  apex  angle  of  the  cone,  although  twice  the  subgrade’s  angle  of
            repose has been considered as representative [29]. There is no published research
            on the diameter of the surface disturbance related to the camouflet size and to the
            depth of detonation.
              At the formation of a camouflet, the detonation produces a shock wave. On the
            shock  wave  front  the  subgrade  is  compressed,  while  behind  it  the  subgrade
            expands.  When  the  compressive  shock  encounters  the  air—ground  interface,  a
            negative  stress  wave  is  generated  that  propagates  back  into  the  subgrade.  At
            certain  depths,  the  sum  of  the  two  stress  waves  equals  the  dynamic  tensile
            strength of the subgrade and pieces of subgrade break away. This produces a new
            free  surface  and  even  more  pieces  of  subgrade  break  away.  At  increasing
            distances  between  the  point  of  detonation  and  the  air-ground  interface,  the
            pressure decreases until it does not exceed the tensile strength of the subgrade.
            Ultimately, the surface disturbance is only a small elastic movement, with little
            disruption of the subgrade layers and with surface subsidence occurring perhaps
            later [30, 31].
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