Page 283 - Origin and Prediction of Abnormal Formation Pressures
P. 283

PORE WATER COMPACTION CHEMISTRY AS RELATED TO OVERPRESSURES          255
                                         A

                        I      II     Ill    IV     V      VI     VII
               600      ,             ,             ,

               s00
             . i
             O"
                                                            b~   2  _
                             ,._.,._. ~

                                                            1
                 0        4    6   8    10   12   14   16   18   20   22
                          Amount  of  solution  squeezed  out,  g
                                         B
                                        mg/kg
            mg-equiv./kg                                  mg-equiv./kg
             34   7O .'  85C                                 I                   Mg ~*
                     ~ s o : : r   ~   '"   180,   r .----''HB~   o.18.  ,18 '1 18o  900
             26   30,  650                      ij
                                 /  Hco,-rr}   14  140,   ,/,,,f'  '.   .........   ,14o ....   ~   Mg2§ )
                                /
                               /
             18   90,  45s    j/
                                                         o.,1o,,  1o i  lOO  500.
                                        1oo.
                                               I     r
                     ~                 6   60,   6                         _   _   -  Sr
             lO   50'  250   Jf
                                                                                 Sr 01
             2   ;o   9  56       HCO;                                   %       c& +
                                       2   20;  2        0.02   2   20.   ,100,
                     3   6   9   112   15   18
             HCO  so~ ~-   I   i   II   iii  II   IV   /  v   Vl   S12   K ~   C  F +  N   r  !   ,,!  "~,v  ~~  :, '~
                                                               Mg 2§
                         g                      g                          g
            Fig.  10-14.  (A)  Variation in  chloride  ion  concentration in  subsequent fractions (I-VII)  of  squeezed-out
            interstitial solutions  of Maykop Clay, eastern Pre-Caucasus: 1 =  depth of 42 m, Divnoe area; 2  --  depth of
            158 m, Divnoe area. (Modified after Kazintsev,  1968,  fig. 1, p.  186. In Chilingarian et al., 1994,  fig. 5-9,  p.
            125.) (B) Changes in concentration of anions and cations and microcomponents with increasing compaction
            pressure in subsequent fractions (I-VII) of extruded pore waters. Maykop clay, depth of 158 m, Divnoe area,
            eastern Pre-Caucasus, Russia. Solid lines  -  room temperature; dashed lines  =  heated to 80~  The amount
            of extruded solutions in grams is plotted on the abscissa. (Modified  after Kazintsev, 1968,  fig. 2, p.  188. In
            Chilingarian et al., 1994, fig. 5-9, p.  125.)

            analyzed  for  major  dissolved  constituents.  The  clay  sample  was  then  centrifuged  and
            the  composition  of  the  expelled  water  was  also  analyzed.  Finally,  the  composition  of
            the  remaining  water  left  in  the  sample  was  calculated.  The  results  of  this  experiment
            are  given  in  Table  10-7.  It  can  be  seen  that  the  total  dissolved  solids  of  the  initially
            squeezed-out  water  first  increases,  but  the  pore  water  left  in  the  sample  has  a  much
            lower  salinity.  The  concentrations  of  both  Ca 2+  and  Mg 2+  increased  in  the  remaining
            pore  water,  whereas  that of  Na +  4-  K +  as  well  as  C1-  decreased.
               The  results  shown  in  Table  10-8  were  obtained  by  Kazi  and  Moum  (1972).  They
            performed  leaching  experiments  on  soft  marine  clay  from  Drammen,  Norway,  with  an
            initial  salinity  of 26,700  mg/1.  An  undisturbed  sample  of this  clay  was  confined  between
            two  porous  stones  and  assembled  into  a consolidation  cell.  The  sample  was  consolidated
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