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            Fig.  14-2. Stratigraphic diagram  of  relationship  of  abnormally  pressured  mudstones to
            stratigraphy. (Time lines horizontal.)

            normal  pressures, and estimating the actual pressures, from their effects on
            electrical and  acoustic  borehole logs (Hottman and Johnson, 1965). It was
            found (Fig. 14-3) that both resistivity  and sonic transit time showed depar-
            tures  from  the  normal  trends  of  increasing resistivity arid decreasing sonic
            transit time below the top of abnormal pressures. But these did not provide a
            predictive tool, merely a method of locating and quantifying the abnormality.
            The drilling break remains the only reliable indicator of impending abnormal
            pressures,  although  the  great  improvements  in  seismic technology  enable
            qualitative prediction of abnormal pressures, and the depths with an accuracy
            of  200 or 300 m, from interval velocity analyses. The drilling break was also
            quantified  and, through automation,  provided a continuous computed  pore
            pressure. This was called the D-exponent, or d-exponent (see Fertl, 1976, pp.
            122-130).  Computers can, however, be dangerous because the printed figures
            tend to be accepted uncritically*.
              The  development  of  indirect,  geophysical  methods  (including  borehole
            logging) of  quantifying abnormal pressures, coupled with the ever-widening
            areas of  the world in which these phenomena  were found, led to increasing
            awareness of  the habitat of abnormal pressures - but this interest, naturally,
            was confined to those in or connected with the petroleum industry. Where-
            as Dickinson had worked with measured pressures and with pressures estimated
            from the mudweight needed to contain a pressure, the borehole log responses
            indicated  that the mudstones themselves were abnormally pressured (as had
            indeed  been  inferred  earlier)  although  no  pressure  measurements could  be


            * I  have  been  on an offshore Louisiana rig  when the toolpusher ordered a reduction of
            the  mudweight on the grounds that the computer showed a reduced pore pressure. The
            mud  weight  had  been raised  earlier  for a part of  the section that was still in open hole,
            and he was surprised when the well kicked.
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