Page 293 - Origin and Prediction of Abnormal Formation Pressures
P. 293

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

                                  !     ....   !         l
                    .......................... "t ........................ t ......................... | .................................................. ~'-
                                  ~           ~          !           '  Na  +     "
                                .::-".-'"-"-~'...-.      ~i  "                   '"
             o                                                         K +
             o                                           "i"  :                  o
             (:3     ...~ ......................... - ......................... ) .......................... } .... ".~., .....................  C&+
                                  i  '
                                              '
                      |
                        "
                                                                     w,
                                                            9
                                                         t
             d    4                                                          ........   ".'...,,,,
                      i           :                      :           "  Mg  ~+
             r---
              X       i                                  }  |   R    ~  SO4  ~-
                                                                     .
                                                         |     9    9
             13)      i           i                      i  i       ..~.  '~  Cl-
              E   3   --~:  ........................   +  ........................   .........   ..,..
                                               9
                                                          i
                      i  ,        !           ................................................... TDS
                       9          i
              O       {                        9          i
             -i.--    "           ,                       i                       -!
                       .................... .....~..~....--...o..~.~.,.'-t....o....o....,...,,o,,.~ ..................................................
                      i   o,      ...          9          ~4,o
              e--
                    -  i          .:                      i
              0
              c-
              O    1    g~  .................  9 --~ .... ~,.-~-v;-~-;...;-~., .... ~"'";"'L .......... |   ...........................   .,,..
             0      .   i                     -        "'"i'..       "
                    -  i          ~           i           i   "--..,,...   .i
                    i             i           i           i       -
                      i"        "  ~"  --"-------  ~ ~  ~ mot,~,,,,,,,,,m~  !    i  -
                                ~...!.~.  ""=  *.~~.
                      ......  ...............  ,,*  ~...~,.. ~...~. ~  ~  ~  .....  .........................   ~..,J
                      4           0           ~           0
                      l          l 0         l O0       1000       l 0,000    100,000
                                       Axial  pressure,  psi
             Fig.  10-21.  Relationship  between  the  axial  pressure  and  major  ion  concentration  in  expelled  pore  water  from
             a  Ca-smectite  clay  hydrated  in  seawater.  Loading  rate  was  10  psi/h  (19.15  Pa/s)  at  a  temperature  of  40~
             (Based  upon  data  from  Knill  et  al.,  1976,  Table  7.6,  pp.  115-116.  In  Chilingarian  et  al.,  1994,  fig.  5-16,  p.
             135.)
             pressure  dissipation  is  slower  than  the  rate  of  loading,  and  consequently  there  is  a
             rapid  buildup  of  pore  pressure  accompanied  by  a  rapid  decrease  in  sample  thickness
             (Fig.  10-27).  In  the  latter  stages  of  compaction,  the  sample  thickness  decreases  less
             rapidly  and  the  pore  pressure  decays  until  equilibrium  is  reached  between  the  rate  of
             pore-pressure  dissipation  and  the rate  of loading.  It is at this  stage  of compaction  that a
             break in the curvature  occurs.
               During  the early stages of compaction,  the clay samples  are clearly undercompacted.
             At  this  stage,  the  rate  of  loading  is  faster  than  the  rate  of pore-pressure  dissipation.  In
             the later stages, when  the rate of pore-pressure  dissipation  is equal  to the rate of loading,
             the  compaction  trend  is one  for  well-compacted  clay.  The  observation  of Chilingar  and
             Rieke  (1976)  that ionic  concentrations  of water in  undercompacted  shales  are generally
             higher  than  the  ionic  concentrations  in  the  well-compacted  shales  is  in  good  agreement
             with these experimental results.
             Smectite  to illite transformation

               Until  recently,  little  attention  has  been  given  to  the  determination  of  the  mobile,
             fresh,  expelled  pore-water  composition  that  saturated  the  clay  minerals  undergoing
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