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            167). Nevertheless, the permeability of sandstones usually remains high enough
            not to impede the expulsion of  pore water significantly.
              Calcarenites may well share some of the compaction features of sands and
            sandstones, but solution processes appear to be more important than mechani-
            cal  compaction  in  carbonate  rocks.  McCrossan  (1961) found  that  the dry
            density of  some Devonian mudstones in Canada increased with  CaCO,  con-
            tent as well as with depth; and the higher the carbonate content, the smaller was
            the relative compaction. If  stylolites are but a special case of compaction of
            carbonates  under  load,  the  loss  of  both  fluid  and solids (in solution) may
            occur.
              Compaction of  mudstones  (“shale”  in petroleum jargon), which may con-
            tain 50% silt, is a complex process involving irreversible deformation  of the
            ductile grains and also chemical diagenesis. When mudstone first accumulates
            into the stratigraphic record, it has a porosity of about 50% (it is misleading
            to think of  larger initial porosities in muds because the commonly quoted fig-
            ure of 80% is almost certainly not applicable to mudstone in the stratigraphic
            record  - and muds grade up to dirty water). The early stages of  mudstone
            compaction probably include significant grain rearrangement. Hedberg (1936),
            in a careful study of Tertiary mudstone in some wells in Venezuela, concluded
            that there were four overlapping stages of  mudstone compaction: first, me-
            chanical rearrangement; then dewatering; then  mechanical deformation, and
            finally  recrystallization.  These  processes can  expel  vast  quantities of  pore
            water.
              Consider the compaction of a unit cube of  water-saturated mudstone from
            30% porosity  122% porosity  under  gravity.  Porosity  is  not  as  convenient
            a parameter as void ratio (E) in these computations:  E  = f/(l - f), the ratio of
            pore volume to solids volume. The initial cube with 30% porosity has a void
            ratio of  0.43 (Fig. 3-1). When compacted to 12f% porosity, the void ratio be-
            comes 0.143. If  we make the assumption that the solids volume remains con-
            stant at 0.7 units  (an assumption that may prove untenable when the diage-
            “i
            netic history of  mudstone is better understood) the volume of  liquid retained
            is 0.7 X  0.143 =  0.1 units. The bulk  volume of  the initial cube is therefore
            reduced  to 0.8 units by the expulsion of  0.2 units of water. These figures are








                  (solids)



            Fig.  3-1. Compaction of  unit volume of  mudstone from 30% to 12.5% porosity results in
            the explusion of 0.2 units of pore water.
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