Page 172 - Applied Petroleum Geomechanics
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166   Applied Petroleum Geomechanics


          in the principal effective stress domain for a fault is shown in the following
          equation, if there is no shear failure/sliding:
                                      2c f cos4  1
                                  0          f      0
                                 s             þ s                     (5.5)
                                  1                 3
                                      1   sin 4 f  k f
                                                  0
                  0
          where s 1 is the maximum effective stress; s 3 is the minimum effective
          stress; 4 f is the angle of internal friction of the fault; c f is the cohesion of
          the fault; and
                              1   sin 4 f    ffiffiffiffiffiffiffiffiffiffiffiffiffi     2
                                           q
                                               2
                          k f ¼         ¼    m þ 1 þ m f               (5.6)
                                               f
                               1 þ sin4 f
          where m f is the coefficient of friction of the fault, and m ¼ tan 4 .
                                                                    f
                                                           f
             For deep formations, the cohesion of the fault is often neglected and
          Eq. (5.5) can be simplified. Therefore, to avoid a fault from frictional
          sliding, the in situ stresses should satisfy the following equationda similar
          equation used by Sibson (1974) and Zoback et al. (2003):
                                           1
                                       0      0
                                      s      s                         (5.7)
                                       1      3
                                           k f
             Substituting the total principal stresses into Eq. (5.7), the in situ stresses
          can be expressed in the following equations for different faulting stress
          regimes (as shown in Fig. 5.1):
             Normal faulting regime:
                                  s 0  s V   ap p  1
                                   1
                                    ¼                                  (5.8)
                                  s 0  s h   ap p  k f
                                   3
          where a is Biot’s coefficient; p p is the pore pressure.
             Strike-slip faulting regime:
                                  s 0  s H   ap p  1
                                   1
                                    ¼                                  (5.9)
                                  s 0  s h   ap p  k f
                                   3
             Reverse faulting regime:

                                  s 0  s H   ap p  1
                                   1
                                    ¼                                 (5.10)
                                  s 0 3  s V   ap p  k f
                                                                        LB
             Hence, from Eq. (5.8) the lower bound minimum horizontal stress (s )
                                                                        h
          can be obtained:
                                              2
                               ffiffiffiffiffiffiffiffiffiffiffiffiffiq
                                  2
                       s LB  ¼   m þ 1 þ m f   ðs V   ap p Þþ ap p    (5.11)
                                  f
                        h
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