Page 40 - Numerical Analysis and Modelling in Geomechanics
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SURFACE DISPLACEMENTS OF AN AIRFIELD RUNWAY 21

            Table 1.19 Deflection readings in percent for material set 17; group 3 part 2.













            decrease in Young’s modulus in zone 4, from 190 MPa to 95 MPa increases the
            surface deflection by a small amount.
              The large surface deflections in material sets 12 and 13 are due to the weak
            zone 2 subgrade. The reason for the increase in surface deflection at points 1, 4,
            8 and 12 as the depth of detonation increases followed by a reduction in surface
            deflection as the depth of detonation increases, needs further investigation. This
            change  in  deflection  could  be  accounted  for  by  zone  3  arching  and  interacting
            with the reducing angle of the cone thus providing additional support to the weak
            zone 2. As the deflections at point 1 are clearly recognisable at a depth of 18.354
            m, material sets 12 and 13 are infeasible.
              Turning now to part 2 of group 3, material sets 14, 15, 16 and 17, Tables 1.16,
            1.17, 1.18 and 1.19 respectively, the deflections at point 1 for a detonation depth
            of 8.354 m increases from 366.9% to 405.8% to 408.5% to 431.7% respectively.
            In each material set the deflections for points 1, 4, 8, 12 and 16 have a maximum
            value at a detonation depth of 8.354 m and steadily decrease as the detonation
            depth increases, clearly different to the results for material sets 12 and 13. The
            deflection  results  for  material  sets  15  and  16  are  almost  identical.  The  only
            difference in the Young’s modulus is for zone 5, where it has been reduced from
            950 MPa to 190 MPa, hence the slightly larger deflections for material set 16.
            Materials  set  17  has  the  largest  deflections  of  part  2  of  group  3  and  this  is
            explained as zones 2, 3, 4 and 5 have a Young’s modulus of 7 MPa. For each of
            material sets 14, 15, 16 and 17, the deflection at the detonation depth of 18.354 m
            has the same value of 273.8% and the deflection bowl extends at least as far as
            point 22. Clearly material sets 14, 15, 16 and 17 of group 3 are infeasible and their
            deflection bowls overestimate the detonation depth and camouflet size. However
            if the group 3 material sets could be replicated by the detonation of a chemical
            explosive, then the effects of a camouflet detonation would be enhanced.


                                       Conclusion
            The research considers the effect of the detonation of a 213 kg mass of explosive
            at depths of 8.354 m, 9.354 m, 10.354 m, 11.354 m, 12.354 m, 15.354 m and 18.
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