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In situ stress estimate  219


              polygon, i.e., s H   S UB . Therefore, the ranges of horizontal stresses can be
                                H
              obtained from Fig. 6.17, i.e., s h ¼ 82e87 MPa and s H ¼ 129e132 MPa.

              6.4.2.2.2 For a horizontal well
              For a horizontal well, drilling- or injection-induced horizontal fractures in
              the reverse faulting stress regime are much easier to be generated because
              the minimum effective tangential stress is very small. The minimum
              effective tangential stress in a horizontal well drilled in the minimum
              horizontal direction can be expressed in the following:

                                   0
                                  s ¼ 3s V   s H   p m   ap p            (6.65)
                                   q
                 When the horizontal fractures (the fractures parallel to the axial direc-
              tion of the horizontal well) are generated, the following relation is satisfied,
              i.e., s þ T V   0. Notice that in this case s q is the stress to generate
                                                       0
                   0
                   q
              horizontal fractures at the side of the horizontal wellbore, as shown in
              Fig. 6.18. Therefore, Eq. (6.65) can be rewritten in the following form
              when the horizontal fractures are generated assuming a ¼ 1:
                            0
                           s þ T V ¼ 3s V   s H   p m   p p þ T V   0    (6.66)
                            q
                 Fig. 6.19 plots the effective tangential stress along the wellbore
              circumference in a horizontal well located in the strike-slip and reverse
              faulting stress regimes. In this figure the in situ stresses, mud pressure, pore
              pressure, and other parameters are the same to those in Fig. 6.16.
              Comparing Fig. 6.19 to Fig. 6.16, the horizontal well is much easier to























              Figure 6.18 Effective tangential stresses and DITFs at the sides of the cross section of
              a horizontal well drilled in the minimum horizontal stress direction (for s V < s H ).
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