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Guo, Boyun / Computer Assited Petroleum Production Engg 0750682701_chap17 Final Proof page 253  3.1.2007 9:19pm Compositor Name: SJoearun




                                                                                 HYDRAULIC FRACTURING  17/253


                                                                      Gas

                                                                                      Oil
                                                                                      Water
                                                 p tf











                                                               H











                                                p wt
                                                           p
                                                                    p e





                                         Figure 17.3 Overburden formation of a hydrocarbon reservoir.

                         Consider a reservoir rock at depth H as shown in  Because of the tectonic effect, the magnitude of the hori-
                       Fig. 17.3. The in situ stress caused by the weight of the  zontal stress may vary with direction. The maximum hori-
                       overburden formation in the vertical direction is expressed  zontal stress may be s h, max ¼ s h, min þ s tect , where s tect is
                       as                                        called tectonic stress.
                           rH                                      Based on a failure criterion, Terzaghi presented the
                       s v ¼  ,                            (17:1)  following expression for the breakdown pressure:
                           144
                                                                 p bd ¼ 3s h, min   s h, max þ T 0   p p ,  (17:5)
                       where
                         s v ¼ overburden stress, psi            where T 0 is the tensile strength of the rock.
                         r  ¼ the average density of overburden
                             formation, lb=ft 3                  Example Problem 17.1 A sandstone at a depth of 10,000 ft
                         H ¼ depth, ft.                          has a Poison’s ratio of 0.25 and a poro-elastic constant of
                                                                 0.72. The average density of the overburden formation is
                       The overburden stress is carried by both the rock grains  165 lb=ft . The pore pressure gradient in the sandstone is
                                                                       3
                       and the fluid within the pore space between the grains. The  0.38 psi/ft. Assuming a tectonic stress of 2,000 psi and a
                       contact stress between grains is called effective stress  tensile strength of the sandstone of 1,000 psi, predict the
                       (Fig. 17.4):
                                                                 breakdown pressure for the sandstone.
                        0
                       s ¼ s v   ap p ,                    (17:2)
                        v
                       where
                          0
                         s ¼ effective vertical stress, psi
                          v
                         a ¼ Biot’s poro-elastic constant,
                             approximately 0.7
                         p p ¼ pore pressure, psi.
                       The effective horizontal stress is expressed as
                            n
                        0
                                0
                       s ¼     s ,                         (17:3)
                        h
                           1   n  v
                       where n is Poison’s ratio. The total horizontal stress is
                       expressed as
                                                                   Figure 17.4 Concept of effective stress between
                            0
                       s h ¼ s þ ap p :                    (17:4)  grains.
                            h
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