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348 RESERVOIR COMPACTION, SUBSIDENCE AND WELL DAMAGE
              If  compaction-induced  deformation  of  the  rock  is  sufficient,  shear  failure  of
            the rock mass may occur, thus generating new faults or fractures. The generation
            of  such  failure  surfaces,  or  the  displacements  on  such  new  surfaces,  are  often
            known as “localization” or “shear bands”. Although computational models exist
            for the generation of shear bands, faults and fractures in rock, such simulations
            are  not  yet  sufficiently  efficient  for  simulations  involving  a  full  scale
            hydrocarbon reservoir. Therefore, inclusion of such geological features is based
            on  field  evidence  of  their  existence,  or  they  are  assumed  to  exist  at  specific
            locations  based  on  the  field  data,  and  the  discontinuities  explicitly  included  as
            part of the model.
              If compaction deformations are sufficiently large, layers of weak rock, such as
            soft  shale,  can  yield  and  undergo  significant  plastic  flow,  leading  to  relative
            motion between harder, stiffer rock layers on either side of the weak rock layer.
            Again,  deformation  is  manifested  as  an  offset  in  the  centerline  of  the  casing,
            producing an observable “kink” in the casing string. The amount of offset in the
            casing  is  dependent  upon  the  properties  of  the  surrounding  rock  and  the
            thickness of the weak rock zone, but has been observed typically to occur over
            the order of several to tens of feet.
              A model of the shear deformation of casing has been developed from analysis
                                           37
            of compactive hydrocarbon reservoirs.  The model was constructed from finite
            elements  available  in  the  ABAQUS  program  for  problems  in  which  the
            initial geometry is axisymmetric, but for which the deformations produce a non-
            axisymmetric  geometry. 55  The  deformed  geometry  of  the  model  must  have  a
            plane  of  symmetry.  The  geometry  of  the  shear-damaged  casing  satisfies  the
            requirements  for  the  application  of  this  element.  In  this  case,  the  nodal
            displacements can be expressed with a general interpolation function including a
            Fourier expansion in the circumferential, or θ, direction as:


                                                                       (11.45)


            In  the  implementation  of  the  ABAQUS  program,  the  Fourier  expansion  terms
            correspond  to  discrete  locations  around  the  circumference  of  an  axisymmetric
            solid, such as a pipe. Nodal displacements are calculated on these planes, rather
            than  on  only  one  plane,  as  is  usual  for  axisymmetric  finite  elements.  As  with
            general Fourier approximations, increasing the number of terms included in the
            expansion  increases  the  accuracy  of  the  approximation.  Increasing  the
            summation index, Q, increases the number of terms of the expansion. In terms of
            angular position around the model, Q=1 means that displacements are calculated
            at θ= 0° and 180°. Q=2 corresponds to planes at θ=0°, 90° and 180°. It should be
            noted, however, that while increasing the number of terms in the Fourier series
            results in increased accuracy, there is a point of diminishing returns for the large
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