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140   PORE PRESSuRE PREdIcTIOn FOR ShAlE FORmATIOnS uSInG WEll lOG dATA

               Pore  uids  Ef cient communication  Rock grains                     Pressure/stress (psi)
                           of pore  uids












                                                                                 Top of overpressure
                                                                        Depth (m)














            FIGURE 7.1  Example of a situation where pore fluids  communicate
            efficiently and develop normal pore pressure regime in sedimentary
            basins.                                                           Effective stress  Normal pressure
                                                                              Overburden stress  Overpressure

              discovered that the overburden stress S is supported by pore   FIGURE 7.2  Real example of pore pressure and vertical stresses
            pressure  P and the effective stress  σ.  An example of an   as functions of depth.
              overpressure situation is when the pore fluids are trapped
            within the pore space due to a lack of communications (low   pressure increases abnormally near the base of the over-
            permeability barriers) between the sediments that are being   pressure zone and returns to the normal trend below the
            compacted and the overlying sediments.  This process is   overpressured  section. The vertical effective stress σ may
            referred to as compaction disequilibrium or under‐compaction.  increase or decrease depending on the overpressure‐
                                                                 generating mechanisms. In this particular example, the
                                S     P                 (7.3)    vertical effective stress decreases due to fluid expansion
                                                                 mechanisms which will be discussed in detail in
            It can be observed from Equation 7.3 that if overburden stress   Section 7.2.2.
            S at a certain point increases and water is allowed to escape,
            the effective stress σ increases and pore pressure P remains
            constant at hydrostatic pressure.  however, if water is not   7.2  OVERPRESSURE-GENERATING
            allowed to escape as overburden stress S increases, both pore   MECHANISMS
            pressure P and the effective stress σ increase.
              Overpressure is also generated by the increase in volume   An accurate prediction of pore pressure involves proper
            resulting from the expansion of the pore fluids such as   understanding of overpressure‐generating mechanisms as
            hydrocarbon  generation,  heating,  and expulsion/expansion   different origins of overpressure have different signatures on
            of intergranular water during clay diagenesis. In fluid expan-  petrophysical properties of the formations. The theories of
            sion processes, overpressure develops as the rock matrix   overpressure‐generating  mechanisms were  well described
            restricts the escape of the pore fluids as the latter increase    by several authors such as Watts (1948), draou and Osisanya
            in volume.                                           (2000), Shunhua et al. (2006), and Butler (2011). The two
              A typical method of plotting pore pressure/stresses   main generating mechanisms of overpressure in sedimentary
            versus depth is illustrated in Figure 7.2. As illustrated in   rocks can be classified as (1) loading mechanisms, for
            this real example, pore pressure P increases hydrostati-  example, under‐compaction (compaction disequilibrium)
            cally up to the top of the overpressure zone. Then the pore   and  lateral  tectonics  compression,  and  (2)  unloading
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