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FORMATION RESISTIVITY FACTOR            235


                                                           SANDSTONE
                                               30             Low  Elf~ctiv. Str.8
                                               20 -           High Effootivo  Stros



                                            -
                                             -  10 -
                                             a
                                             K  -
                                            m  -
                                            -
                                             0
                                             E
                                             *-
                                            -
                                            e
                                            2  5-
                                            -    -
                                            e
                                             e
                                             a
                                             0
                                            C
                                                2-
                                                11       I    I   I   .  ,  I  .
                                                0.2    0.3   0.4  0.5     0.8
                                                        Brine  Saturation,  S,
                                  Figure 4.22. Effect of stress on resistivity index-drainage  curves [15].










                                               SATURATION  EXPONENT  Vb  STRESS
                                                  Runs 11  & 13 -Water  Wet  Cores







                                                                 -I+  + stress (dr.)
                                                                        stress (dr.)
                                                                 --;-,-
                                                                       +  stress (imb.
                                                  I


                                              0     1000   2000   3000    4000   5000
                                                            Stress  (psi)
                             Pi@we 4.23. Influence of stress on tbe saturation exponent for water-wet cores during
                             drainage and imbibition saturation cycles [I GI.
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