Page 291 - Origin and Prediction of Abnormal Formation Pressures
P. 291

262                                  H.H. RIEKE, G.V. CHILINGAR AND J.O. ROBERTSON JR.

                            20,000  r
                         E
                         O.
                         O.

                        0

                         0
                         IC
                         0   10,000
                         13

                         (!)
                         0
                         IC
                         0
                        s
                                0
                                 0      20      40      60     80     100
                                         Cumulative volume

                                       of expelled solution, ml
            Fig.  10-19.  Variation  in  the  concentration  of  Cl-  with  increasing  compaction  pressure  in  subsequent
            fractions of expelled  solutions  from  an  illite plus  smectite mixture of (50: 50) saturated  with  seawater.  (After
            Chilingar  and  Rieke,  1976,  fig.  2,  p.  676.  Courtesy  of the  Applied  Publ.  Co.  In Chilingarian  et al.,  1994,  fig.
            5-14,  p.  133.)

            at  higher  pressures  shows  a  slight  increase.  There  is  a  very  steep  decrease  in  the
            concentration  of  total  dissolved  solids  at  about  700  psi  (4.8  MPa).  Furthermore,  the
            relative concentrations  of C1-  and Na +  ions  and TDS  at the  same pressure  are lower at
            80~  than at 40~  (Fig.  10-21).  Knill et al.'s (1976)  results for the  smectite remolded in
            distilled  water  showed  a  small  difference  between  the  expelled  concentrations  at 40~
            and 80~  under the same loading conditions  (Figs.  10-23  and 24).  The major difference,
            between  the  data  shown  in  Figs.  10-23  and  24  and  those  in  Figs.  10-21  and  22,  is  the
            rate of decrease  in the expelled ion concentrations.
               Figs.  10-23  and  24 show  a constant decrease in the concentration  of various expelled
            ions  from  the  beginning  of  the  test.  It  is  further  shown  that  for  the  same  temperature
            (40~   and rate of loading  (10 psi/h;  19.15  Pa/s),  the  sample having  seawater as initial
            pore  water  (Fig.  10-21)  experienced  less  rapid  change  in  ionic  concentrations  than  the
            sample hydrated with distilled water (Fig.  10-23).
               There  was  very  little  change  in  the  ion  concentrations  of  expelled  pore  water  with
            increasing pressure  in kaolinite remolded  in  seawater (Fig.  10-25).  When the  same data
            are  plotted  (Fig.  10-26)  as  a  percentage  of ion  composition  of the  initial concentration
            at  50  psi  (0.34  MPa),  however,  the  concentration  of  the  SO 2-  ion  initially remained
            constant  and  then  increased  above  its  initial  concentration  with  further  compaction.
            There was a systematic decrease in the Na + and K + ion concentrations in the pore water
            as  compaction  progressed.  The  concentrations  of  the  Ca 2+  and  Mg 2+  ions  gradually
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