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Rock moduli boundary constraints

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Rocks are usually not homogeneous, but are made up of multiple components such as mineral grains and pore space. On a larger scale, the bulk properties of rocks will be some weighted combination of the small-scale components. This averaging or upscaling step is needed if we wish to understand the behavior of our laboratory data or extract useful parameters from field data such as logs or seismic measurements. Understanding the boundary constraints is an important factor in this process.

Constant strain and constant stress limits

The simplest bounds are provided by the constant strain and constant stress limits. This method is equivalent to the series vs. parallel effective resistance of a resistor network. In the case that strains of the two materials making up our material are equal, as with the parallel plates in Fig. 1a, we get the upper (Voigt) limit. The response is controlled by the stiffer component.

RTENOTITLE....................(1)

where MV is the effective Voigt modulus, MA and MB are the component moduli, and A is the volume fraction of component A. In contrast, with the constant stress case (Fig. 1b), the soft component dominates the deformation and we get the lower (Reuss) limit.

RTENOTITLE....................(2)

where MR is the lower Reuss effective modulus. The average value between these two limits is often used in property estimation and is termed the Voigt-Reuss-Hill relation

RTENOTITLE....................(3)

Note that in the case for minerals plus pores, Mpore = 0 and MV decreases linearly with porosity. MR equals zero for all porosities.

Hasin-Shtrikman technique

An alternative approach, known as the Hasin-Shtrikman technique,[1] is to fill space with concentric spheres. Material 1 is in the interior, and Material 2 forms a surrounding shell. Spheres such as these but of varying size are packed together to fill the entire medium (Fig. 2). The resulting upper and lower bounds ("+" vs. "–" respectively) for bulk and shear modulus are given by

RTENOTITLE....................(4)

and

RTENOTITLE....................(5)

where Ki, μi, and fi refer to the bulk and shear moduli and volume fraction of component i, respectively. The upper and lower bounds are derived by exchanging the stiff and soft components as "1" or "2."

Modulus bounds

The results of using Eqs. 1 through 5 to define boundaries are shown in Fig. 3. Using quartz as the first component and porosity as the second, the composite bulk modulus is plotted in Fig. 3a as a function of porosity. In one case, the pores are empty (black), in the other, water fills the pores and is the second component (blue). Because we used quartz as the solid component (see Isotropic elastic properties of minerals), these bounds should contain all possible values for sandstones (remember: for isotropic and homogeneous sandstones). If, on the other hand, our rock was made up of only quartz and calcite, we get bounds that appear in Fig. 3b. Note that the bounds have collapsed and produce only a narrow spread. This is a result of the two end components both being stiff and closer together. In cases such as these, a simple linear average can work well.

Nomenclature

MA, MB = modulus of component a, b, etc., GPa or MPa
MO = reference oil molecular weight, g/mole
MR = Reuss bound modulus, GPa or MPa
MV = Voigt bound modulus, GPa or MPa
Kf 1, Kf 2 = bulk modulus of fluid 1, 2, etc., GPa or MPa
KHS = Hasin-Shtrikman bound bulk modulus, GPa or MPa
f = frequency, s–1, Hz (cycles/s)
μ = shear modulus, GPa or MPa

References

  1. Hashin, Z. and Shtrikman, S. 1963. A variational approach to the theory of the elastic behaviour of multiphase materials. J. Mech. Phys. Solids 11 (2): 127-140. http://dx.doi.org/10.1016/0022-5096(63)90060-7.

Noteworthy papers in OnePetro

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See also

Stress strain relationships in rocks

Isotropic elastic properties of minerals

Compressional and shear velocities

Predicting rock properties

PEH:Rock_Properties

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