Page 42 - Origin and Prediction of Abnormal Formation Pressures
P. 42

ORIGIN   OF   ABNORMAL   FORMATION   PRESSURES                        25

                                             0  psig
                                                     0'
                                   i         0.433  psia,
                                                    v 1
                               ...... 'i ......
                                     i
                                   |
                                   I   I
                                   i  |   |  |
                                            0.867  psig 2'
                                 ooi,   ,I,,,,,,,
                               ....  i  i
                                   i   i
                                   i   i
                                   i   i
                                   i   i
                                            1.3  psig
                                                     3'
                               "~   i   :
                                   i   i
                                ,,,,4'   '~',oo   1.733  psig 4,  .  .....
                               ""   i  E  ""
                                   i   i
                                   i   |
                                   1   :
                                   1   :
                      D  =10fl   ooot'   '~',,,   2.167  psig5,   . . . . . . . .  ~'~
                               ""   i  i   ""
                                   i   i
                                   i   i
                                   i   i
                                   i   i
                                   i   i
                                   |   i
                                                         .
                                 Ii  III  I ~I iii iI ,Iii   2.6  psig  6'   9 .......
                               ....   +  |   1  i   "'
                                   i   i
                                   :   1
                                   i   i
                                   :   1
                                                      .
                                 Ii ii 41 1  I~iIi  I   3.033  psig 7 ...........
                                9 .""   +   :   "",,
                                   I   i
                                   i   i
                                   1   1
                                   l   1           .                  ~
                                                         .
                               ......  'i ......  3.466  psig8,   9 ..........
                                   i   i
                                   i   i
                                   i   i
                                   i   i
                                            3.9  psig
                                ,,,,4"   ,I,,,,
                                                     9'
                                   ,  :  1
                                   1
                                   i   i
                                            4.333  psig
                                                              2   3   4   5
                              l  in? ~" ~---1 in.            Pressure, Ph,  psig
            Fig. 2-1. Pressure versus depth for a 0.433 psi/ft gradient (pure water). (Modified after Brown, 1967, fig.
            3.11, p. 28; in Khillyuk et al., 2000, fig. 18-1, p. 269.)
            water  with  the  salinity  of  80,000  parts  per  million  (ppm)  of  sodium  chloride  at  77~
            (25~
            Sediment consolidation
               The  forces  acting  on  a  unit  of  sediment  control  its  compaction.  Terzaghi  and
            Peck  (1948)  were  early  pioneers  in  the  study  of  compaction;  however,  the  geologic
            applications  of  the  theory  of  compaction  of  fine-grained  clastic  sediments  was  first
            elucidated by Hubbert  and Rubey  (1959).
               In  nature,  the  load  acting  on  a  unit  of  sediment  is  carried  by  the  (1)  skeletal
            framework  and  (2)  the  interstitial  fluid  in  the  pores.  The  total  stress  at  any  point
            consists  of  the  sum  of  two  stress  components:  the  skeletal  (intergranular)  stress  and
            the pore-fluid  stress.  The  term effective pressure,  Pe,  is  used  to  designate the  difference
            between  the  total  overburden  pressure  (geostatic  or  lithostatic)  and  the  pore  pressure,
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