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83     Basic constitutive laws


               the b parameter, and smaller values of b represent greater viscosities. Thus, Wilmington
               sand is more viscous than the sand from the Gulf of Mexico. The effective pressure
               exponent d represents compliance, with smaller values being stiffer. Thus, Wilmington
               sand is stiffer than the GOM sand. Note that stiffness is not related to d in a linear way,
               because strain and stress are related via a power law.
                 We will revisit the subject of viscoplastic compaction in weak sand reservoirs in
               Chapter 12 and relate this phenomenon to the porosity change accompanying com-
               paction of the Wilmington reservoir in southern California and a field in the Gulf of
               Mexico.



               Thermoporoelasticity


               Because thermoporoelastic theory considers the effects of both pore fluids and temper-
               ature changes on the mechanical behavior of rock, it could be utilized as a generalized
               theory that might be applied generally to geomechanical problems. For most of the
               problems considered in this book, this application is not necessary as thermal effects
               are of relatively minor importance. However, as will be noted in Chapters 6 and 7,
               theromoporoelastic effects are sometimes important when considering wellbore failure
               in compression and tension and we will consider it briefly in that context.
                 Fundamentally, thermoporoelastic theory allows one to consider the effect of tem-
               perature changes on stress and strain. To consider the effect of temperature on stress,
               equation (3.21)is the equivalent of equations (3.11) where the final term represents the
               manner in which a temperature change, 
T, induces stress in a poroelastic body:

               S ij = λδ ij ε 00 + 2Gε ij − α T δ ij P 0 − Kα T δ ij 
T          (3.21)
                          1δL
               where α T =    is the coefficient of linear thermal expansion and defines the change
                         LδT
               in length, L,ofa sample in response to a change in temperature δT.
                 Figure 3.14 shows the magnitude of α T for different rocks as a function of quartz con-
               tent (Griffith 1936). Because quartz has a much larger coefficient of thermal expansion
               than other common rock forming minerals, the coefficient of expansion of a given rock
               is proportional to the amount of quartz. To put this in a quantitative perspective, changes
               in temperature of several tens of C can occur around wellbores during drilling in many
                                         ◦
               reservoirs (much more in geothermal reservoirs or steam floods, of course), which has
               non-negligible stress changes around wellbores and implications for wellbore failure
               as discussed quantitatively in Chapters 6 and 7.
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