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Rock physical and mechanical properties  59


              smaller than that in unpropped fractures, as shown in Fig. 2.17. This implies
              that a higher proppant concentration, larger proppant size, and larger
              propped fracture area can enhance fracture conductivity and increase oil
              and gas production.

              2.4.6 Stress and permeability relation in porous rocks
              For porous media, fluids flow mainly through pore spaces. The variation in
              grain sizes or pore spaces due to the effect of an applied stress causes a
              change of permeability. For a simple cubical grain packing structure, the
              permeability k can be expressed as follows (Bai and Elsworth, 1994):

                                              2R  2
                                          k ¼                            (2.44)
                                               p 2
              where R is the grain radius of the porous rock.
                 When the stresses exerted on the grains change, it will cause the grain
              size and pore space to change and result in permeability change. From
              Eq. (2.44), the following equation can be used to describe the relation
              between the grain size and permeability:
                                                R 2
                                         k p ¼ k 0  2                    (2.45)
                                                R 0
              where k p is the permeability after the change of the grain radius (R); k 0 is
              the initial permeability; R 0 is the initial grain radius.
                 Under a three-dimensional effective stress condition, the change in grain
              sizes within a cubical packing (Fig. 2.18) can be determined by analyzing the
              elastic contact of spheres. Applying the theory of the Hertzian contact of

                                        Δσ z      Δσ z



                             Δσ x                           Δσ x
                                        Δσ y      Δσ y



                             Δσ x                           Δσ x
                                        Δσ y     Δσ
                                                   y
                                                          z
                                                            y
                                        Δσ z      Δσ z       x
                       Figure 2.18 Spherical contact of grains under 3-D stresses.
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