Page 218 - Fundamentals of Gas Shale Reservoirs
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198   ROCK PHYSICS ANALYSIS OF SHALE RESERVOIRS

               4.5                                               Thomsen’s anisotropy parameters  ε and  γ versus vitrinite
                                                                 index (widely used as a proxy for maturity) exhibit complex
               4.0                                               dependency with two peaks which have been explained with
                                                                 alignment of clay platelets, kerogen inclusions, subhorizon­
              Velocity (km/s)  3.0           V  dry              of studies point out the necessity to take into account com­
               3.5
                                                                 tal cracks as well as changes of vitrinite alignment. A number
                                             V  wet
                                              p
                                              p
                                                                 paction trends of the inorganic matrix as well as the changes
                                             V  wet
                                              s
                                             V  dry
                                                                 of elastic properties of organic constituent and the micro­
                                              s
               2.5
                                                                 structural changes (e.g., Bjørlykke and  Aagaard, 1992;
                                                                 Draege et al., 2006; Ruud et al., 2003).
               2.0
                                                                   Stress sensitivity of compressional and shear velocities
               1.5                                               and anisotropy parameters versus ORS maturity was also
                 15    20    25   30    35    40    45   50      investigated by Vernik with colleagues (Vernik, 1994; Vernik
                          Effective conning pressure (MPa)      and Nur, 1992). Vernik and coauthors graphically demon­
                                                                 strated that velocity of the mature ORSs with a hydrogen
               35                                                index (HI) below 200 exhibit much stronger nonlinear stress
               30                                                sensitivity compared to immature and partially mature shales
                                                                 with HI > 300.  Vernik and coauthors explained stronger
               25                                    E wet       stress dependencies of the ultrasonic velocities in mature
              Modulus (GPa)  20                      G wet       the maturation process generates microcracks that result in
                                                                 shales with a hypothesis that pore pressure developed due to
                                                     E dry
                                                     G dry
                                                     K wet
                                                                 stronger velocity dispersion in mature shales compared to
               15
                                                     K dry
                                                                 immature shales. It is worth noting that similar exponential
               10
                                                                 higher stresses was observed both in sandstones and shales
                5                                                saturation of velocities at lower stresses to a linear trend at
                                                                 and was explained by the closure of microcracks at low
                0                                                stresses (e.g., Pervukhina et al., 2010, 2011; Shapiro, 2003).
                 15    20    25    30   35    40    45    50       Vanorio et al. (2008) reanalyzed the data from the dataset
                          Effective conning pressure (MPa)
                                                                 compiled  by  Vernik  and  coauthors.  Vanorio  et  al.  (2008)
            FIGURE  9.4  (top) P‐/S‐wave velocity effective stress plot for   argue that while the hydrogen index is often used as a proxy
            fully saturated (solid) and partially water saturated (dashed) silty   for kerogen maturity, this index actually mostly expresses
            shales. P‐wave velocity decreases as water saturation decreases   hydrocarbon‐generative potential and the quality of the
            (gas saturation increases). S‐wave velocity increases by ~20%   rocks (Peters et al., 2004). In order to express kerogen matu­
            under the same conditions. Effective stress has little effect; (bot­  rity, Vanorio  et  al. (2008)  used  vitrinite  reflectance. They
            tom) Dynamic elastic moduli also vary little with effective stress,
            but with decreasing water saturation, Young’s (E) and shear (G)   demonstrated an increase in stress sensitivity of elastic prop­
            moduli increase, while the bulk modulus (K) decreases. (From   erties with the increase of R  from 0.6 to 1.4% and a complex
                                                                                      0
            Dewhurst et al., 2012, 2013.)                        dependency of Thomsen’s ε parameter against R  (Fig. 9.5).
                                                                                                       0
                                                                   Thomsen’s  ε parameter plotted against vitrinite reflec­
                                                                 tance shows two peaks, namely, one at R  ~0.6 and another
                                                                                                  0
            understand relations between ORS maturity on their elastic   at ~1.3 as can be seen in Figure 9.6, modified from Vanorio
            properties and to eliminate the scatter caused by differences   et al. (2008). The Thomsen’s anisotropy parameters ε and γ
            in their composition and microstructure.             are color‐coded with respect to TOC content and shown with
              The maturation process results in microstructural changes   small, medium, and large circles representing the shales
            with the organic phase transformation from interconnected   from 0 to 1500, 1501 to 3000, and 3001–4500 m depth inter­
            lenticular beds in immature shales into isolated inclusions   vals. Vanorio et al. (2008) explained the first peak (called
            embedded within the inorganic matrix. The TOC decreases   “peak maturity”) by the alignment of kerogen and clay par­
            with the maturity increase. Elastic moduli of ORSs increase   ticles, and the presence of subhorizontal microcracks devel­
            with maturity due to (i) the decrease of TOC content, (ii)   oped as a result of kerogen maturation. For the first time,
            microstructural changes during maturation processes that   Vanorio et al. (2008) also identified the second peak (called
            lead to isolation of soft organic inclusions in a stiffer inor­  “post‐mature” peak) of  Thomsen’s  ε  parameter. They
            ganic matrix, and (iii) changes in chemical and mechanical   explained this second anisotropy peak in post‐mature ORSs
            properties of inorganic constituents caused by exposure to   with the increase of the fraction of macerals of the vitrinite
            high temperature and high pressure conditions, for instance,   family, which due to aromatization processes, show higher
            such as cementation or smectite–illite transformation.   density and more planar and aligned structure of the
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