Page 20 - Numerical Analysis and Modelling in Geomechanics
P. 20

Chapter 1
                  The effect of increasing the depth of an

                      underground void on the surface
                    displacements of an airfield runway

                             John W.Bull and C.H.Woodford







                                        Abstract
            This research considers the effect of the detonation of a 213 kg mass of explosive
            in  a  subgrade  at  depths  of  8.354m,  9.354m,  10.354m,  11.354m,  12.354m,  15.
            354m and 18.354 m beneath a cement concrete runway. The detonation produces
            a void in the subgrade and disturbs the subgrade beneath the runway. Seventeen
            computational  models  of  the  void  and  the  disturbed  subgrade  [camouflet]  are
            considered  ranging  from  where  all  the  detonation-affected  subgrade  zones  are
            increased  in  strength  to  where  all  the  detonation-affected  subgrade  zones  are
            reduced  in  strength.  Consideration  is  given  to  the  possibility  of  using  the
            diameter of the runway deflection bowl as a means of determining the size, depth
            and  position  of  the  void.  The  results  from  the  computational  models  are
            compared with empirical data that states that for the void to have no effect at the
            air–ground interface, the depth of detonation must exceed a specified value. From
            this  comparison  it  is  found  possible  to  determine  the  material  sets  that  can  be
            generated  feasibly  from  the  detonation.  It  is  also  found  that  for  some  material
            sets it is possible to identify the size, depth and location of the void.


                                       Introduction
            This  research  considers  the  effect  of  the  detonation  of  a  chemical  explosive
            beneath  a  cement  concrete  runway  on  the  deflection  of  the  runway  when  a
            uniformly  distributed  downward  load  is  applied  to  the  runway  surface.  Later
            research  will  consider  the  effect  of  the  detonation  on  the  fatigue  life  of  the
            subgrade and the runway. When chemical explosives damage a runway, it is a
            typical  requirement  that  the  runway  is  repaired  and  operational  within  three
            hours and that it will remain operational for thirty days.
              When a detonation takes place it may be above ground, at the runway surface
            or  below  the  air-ground  interface  in  the  subgrade.  Detonations  above  the  air-
            ground  interface  are  not  considered  here,  but  in  previous  publications  by  the
            authors, research was undertaken into detonations at or below the runway surface
            [1–14].
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