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Advanced Log Interpretation Techniques      89

               Note that the situation of the laminae being perpendicular to the bore-
            hole represents the worst case in terms of the suppression effect on the
            resistivity. Where the borehole is inclined to the bedding, the resistivity
            is affected less, and there are published equations for determining the
            resistivity measured as a function of the orientation angle and R shale , R sand .
               Another technique that has been applied is the Thomas-Stieber plot.
            This will now be explained. Start by considering a clean sand with poros-
            ity f i and containing water with a hydrogen index of HI w. There are three
            ways in which shale can be introduced (Figure 5.6.1):


            1. Laminae of pure shale may be introduced in the proportion V lam , with
               V lam increasing until the point at which the formation becomes 100%
               shale.
            2. Dispersed shale may fill the existing porespace until the point at which
               the pores are completely filled with shale. The total volume percent-
               age of shale is given by V sh .
            3. Structural shale may replace the quartz grains while the primary porosity
               remains the same. The total volume percentage of shale is given by V sh .

               The way these processes will affect  f d and  f n may be predicted as
            follows. Let the shale porosity be denoted by f sh and the clean sand poros-
            ity be denoted by f csa . The HI of the shale is denoted by HI sh . Assume that


                                 Shale Distribution within Sandstones

                                                            shale
                    Laminated              f sh  f csa      shale
                                                            shale
                                                            shale




                    Dispersed







                    Structural


                        Figure 5.6.1 Distribution of Shales Within Sandstones
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