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Rock physical and mechanical properties  33


              and V p in ft/s), a ¼ 0.23 and b ¼ 0.25 are used as the default values by
              Gardner et al. (1974).
                 Eq. (2.2) represents a fair average for a large number of laboratory and
              field observations of different brine-saturated rock types. For practical
              applications, a calibration is needed to adjust two constants of a and b in
              Eq. (2.2). Additionally, the compressional velocity can be slowed down by
              hydrocarbon formations. In this case the compressional velocity should be
              corrected to take out hydrocarbon impacts in oil- and gas-bearing forma-
              tions (refer to Section 2.3.5).
              2.1.2 Bulk density at the shallow depth

              As mentioned above, bulk density in the shallow formation may not be
              available in most cases, but it is a required parameter for calculating the
              overburden stress. Fig. 2.2 shows some available data of the shallow den-
              sities. This figure plots bulk density variations with depth, where the
              shallow formation density was obtained by soil boring, and the deep density
              was measured from formation density log in the Gulf of Mexico. It can be
              observed from Figs. 2.1 and 2.2 that the density at the shallow depth
              (<2000 ft), particularly near the sea floor, is significantly lower than that in
              the deeper formation.
                 The shallow density and porosity in the deepwater of the Gulf of
              Mexico have been studied in various purposes, e.g., Ostermeier et al. (2001),























              Figure 2.2 Formation bulk density versus depth (plotted from the sea level) for the
              Green Canyon area in the Gulf of Mexico. The water depth is 1749 ft (533 m) (Bender
              et al., 1996).
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