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218        8  Spontaneous Crack Generation Problems in Large-Scale Geological Systems

            Fig. 8.20 Effect of the total
            number of particles on crack
            patterns in two
            computational models of the
            same initial geometry



                                          (4000-particle model with showing particles)









                                         (4000-particle model without showing particles)










                                          (8000-particle model with showing particles)











                                         (8000-particle model without showing particles)




            the effects of the dip angle of the underlying fault on the spontaneous crack gen-
            eration patterns due to the crustal fault-propagation folding above rigid basement
            blocks.
              Figure 8.20 also shows that spontaneous cracks are only generated in the cen-
            tral part of the computational model. Since most parts of the computational model
            are still in the elastic response state, they can be simulated more efficiently using
            continuum-mechanics-based numerical methods such as the finite element and finite
            difference methods (Zhao et al. 1999f). In this regard, it is not the most effi-
            cient process to use particles to simulate the whole computational model. To over-
            come this disadvantage, the combined use of both the continuum-mechanics-based
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