Page 290 - Origin and Prediction of Abnormal Formation Pressures
P. 290

PORE WATER COMPACTION CHEMISTRY AS RELATED TO OVERPRESSURES          261






                        ~E  E  600    Ca  ++
                         0
                         e-.   .
                        ._o ~
                        "-8
                        ""  (-.   500
                         o  ~
                         e-.
                         0
                        0     400
                                 0      20      40      60     80     l O0
                                       Cumulative volume of
                                       expelled  solution,  ml
            Fig.  10-18.  Variation  in  the  concentrations  of Mg 2+  and  Ca 2+  with  increasing  compaction  pressure  in  the
            subsequent  fractions  of expelled  solutions  from  an  illite plus  smectite  clay  mixture  (50"50)  saturated  with
            seawater.  (Modified  after  Chilingar  and  Rieke,  1976,  fig.  1,  p.  675.  Courtesy  of  the  Applied  Publ.  Co.  In
            Chilingarian et al.,  1994,  fig.  5-13,  p.132.)


            their  higher  concentration  in  the  water  in  close  vicinity  to  the  clay platelets.  The  final
            porosity of the  tested  sample  at a  compaction pressure  of 40,000  psi  (about  275  MPa)
            was equal to  14.8%.


            Effect of rate of loading (experiments)
               Knill et al. (1976) carried out gravitational compaction experiments to study the influ-
            ence  of pressure,  temperature,  and rate  of loading  on the  composition  of expelled pore
            waters from different clays. The compaction equipment was designed so that pore pres-
            sures can be measured. At the upper end of the specimen cup a small-bore drainage pipe
            is connected,  outside the cell, to a pressure  transducer.  The pore pressures  recorded  are
            those at the undrained end of the specimen. Pressures  at the drained end of the cell were
            measured when a backpressure was applied; otherwise the pressure at the drained end is
            equal to atmospheric pressure -  an open system (Knill et al.,  1976, fig. 2.1b, p. 9).
               The  two  clays  used  in  their  experiments,  which  are  important  to  the  present
            discussion,  are  Ca-smectite  and  kaolinite.  The  clay  properties  and  the  composition  of
            the  saturating hydration  solutions  can be found in Knill  et al.  (1976)  and Wijeyesekera
            and  de  Freitas  (1976).  Fig.  10-21  shows  the  composition  of expelled  pore  fluids  from
            Ca-smectite hydrated in seawater as a function of pressure under a constant temperature
            of 40~  and  a loading  rate  of  10 psi/h  (19.15  Pa/s).  Total dissolved  solids  (TDS),  and
            CI-,  Na +,  and  Ca 2+  concentrations  decreased  only  slightly  until  reaching  a  pressure
            of  about  700  psi  (4.8  MPa).  At  this  pressure  the  expelled  ion  concentrations  begin
            to  decrease  abruptly  with  pressure  (plotted  on  the  log  scale).  The  concentrations  of
            K +,  Mg 2+,  and  SO 2-  do  not  exhibit  much  change  with  tested  pressures.  The  effect
            of  increasing  the  test  temperature  to  80~  is  shown  in  Fig.  10-22.  The  overall  trend
            in  composition  of  expelled  ions  remains  about  the  same,  except  for  SO]-,  which
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