Page 125 - Well Logging and Formation Evaluation
P. 125

CHAPTER 7




             ROCK MECHANICS ISSUES













               While rock mechanics can be a very complicated subject, there are a
            few basics that all petrophysicists will need in their day-to-day work,
            which will be covered here. In a normal reservoir, the formation rock is
            subject to greatest stress from the overburden. This stress arises from the
            weight of rock above and can be measured by integrating the density log
            to surface. Since density logs are not usually run to surface, a common
            working assumption is that the overburden stress is approximately 1psi/ft.
               The vertical strain (i.e., compaction) caused by this stress is offset by
            the formation pressure, which helps “support” the rock. Because the struc-
            ture is usually partially open-ended, the fluid will take only a proportion
            of the overburden stress. However, in overpressured reservoirs where the
            fluid is not free to escape, the formation pressure may become close to
            the overburden pressure.  The net effective vertical stress seen by the
            formation is given by:

               s z =  P overburden -  P formation                        (7.1)

               This is actually not the true effective vertical stress, which for given
            conditions of P overburden and P formation would result in the same strain in the
            sample if applied with zero pore pressure. This will now be demonstrated.
            Let  K m equal the bulk modulus of the matrix, when the pore pressure
            equals the vertical stress, defined by:

               K m = stress strain  = ( P overburden –  P formation ) (d V V).  (7.2)
                                                     m
            Let K b equal the bulk modulus of the dry rock, as measured in a normal
            core measurement, defined by:



                                           115
   120   121   122   123   124   125   126   127   128   129   130