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            may  be)  against  present depth. Time and temperature are not included ex-
            plicitly:  depth embraces time, temperature, intergranular pressures and pore-
            water pressures. Temperature and pressures may be taken as linearly related
            to  depth  from a practical point  of  view, but it is by no means certain that
            time is. We  cannot interpret such curves as describing the history of compac-
            tion - that mudstone now 2 km deep followed the curve during its burial to
            2  km.  We  cannot  assume that a mudstone unit would  have one history-of-
            burial curve; it is much more likely that the very top and bottom would have
            a history much like these curves, but that the centre's  would be very different
            because pore-water expulsion from the centre would have been retarded.
              Compaction curves may be determined by direct measurement, and by in-
            direct measurement through geophysical properties.  Hedberg (1936, p. 254,
            table  1) determined  the  bulk  density, grain  density  and  porosity  of  mud-
            stones from a well in Venezuela by direct measurement, and from these he
            estimated the overburden pressures and recorded the data against depth. The
            deepest sample was from 6175 ft (1882 m), the shallowest from 291 ft (89
            m). He regarded porosity  as a better indicator of  compaction than bulk den-
            sity, and pointed out that the relationship is not between depth and porosity
            (although this  has  practical  value)  but  between  pressure  and  porosity.  He
            found  that  the  depth  in  feet  was  approximately  numerically  equal  to the
            overburden  pressure in pounds per square inch (psi), that is, an overburden
            pressure  gradient  of  22.6  kPa/m.  He  recognized  three distinct compaction
            trends:
              - From 0-800  psi (to 5.5 MPa) he found the exponential relationship:
            P = 67.214 G-0.'047

            where P  is the porosity  in percent,  and G  is the overburden pressure in psi,
            which was estimated from the measurements.
              - From 800-6000  psi (5.5-41  MPa) he found the linear relationship:
            P = 34.86 - 0.00421 G
              - From 6000-10000  psi (41-69 MPa) he found the linear relationship:
            P = 13.93 - 0.0006935 G

              While we accept Hedberg's insistence that pressure, not depth, is the cause
            of  compaction, we also accept (as Hedberg did) that there is practical value
            in porositydepth relationship. Since the depths and pressures listed by Hed-
            berg (1936, p.  254, table 1) are very closely related by G = 0.70 z1.04 (where
            z is the depth in feet) we may substitute this into his formulae above, obtain-
            ing :
            p  = 69.82 z-o.1086
            P = 34.86 - 2.93 X      z1-04
            P = 13.93 - 4.82 X      z1-04
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