The Mixing Problem

Part 2, Part 2: Bounds and Mixtures

Learning objectives

  • Show that a fixed composition has no single modulus until its texture is specified
  • Contrast the iso-strain, iso-stress, and disordered arrangements of the same two minerals
  • Read the wide spread in shear modulus against the narrow spread in bulk modulus for a quartz-clay mix
  • Explain why bounds, which need no texture, must therefore come before any model

Same Ingredients, Different Rock

Take a solid that is half quartz and half clay by volume and ask a simple question: what is its bulk modulus? Part 1 left you with the mineral end-members, quartz at K=36.6K = 36.6 GPa and clay at K=20.9K = 20.9 GPa, and the temptation is to average them and move on. But the honest answer is that the mixture has no single modulus at all until you say how the two minerals are arranged. The recipe fixes what the rock is made of; it does not fix how stiff it is. Here GG denotes the shear modulus, the same quantity written mu\mu in Part 1 and drawn as the vertical axis of the mineral crossplot.

Picture the same fifty-fifty solid built three ways. Stack it as thin layers of pure quartz and pure clay and load it along the layers: every layer stretches by the same amount, so the arrangement is iso-strain, and the stiff quartz members carry the load in parallel with the soft clay. Now load the same stack across the layers: every layer feels the same stress passed through it in series, so the arrangement is iso-stress, and the soft clay sets the compliance because the load must pass through it. Between those two extremes lies the disordered mixture, grains of each interspersed with no preferred direction, which sits somewhere in the middle.

The mixing problemiso-strain (parallel)K 28.75G 25.93STIFFESTdisordered (between)K, G liebetweeniso-stress (series)K 26.60G 11.89SOFTESTOne 50/50 recipe, three textures: the shear modulus more than doubles from series to parallel.

What the Numbers Say

Slide the fraction to fifty-fifty and read the demonstration. Loaded in parallel the mix reaches K=28.75K = 28.75 GPa and G=25.93G = 25.93 GPa; loaded in series it drops to K=26.61K = 26.61 GPa and G=11.89G = 11.89 GPa. The bulk modulus barely moves between the two arrangements, a spread of about two GPa, because quartz and clay are not far apart in how hard they are to compress. The shear modulus tells a different story: it more than doubles from the series arrangement to the parallel one, a spread of fourteen GPa, because quartz resists shape change far more stiffly than the soft clay does. Arrangement matters, and it matters most for the shear modulus. The same ingredients, textured differently, are as good as different rocks.

Why This Forces Bounds First

The lesson is uncomfortable but clarifying: the question what is the modulus of the mixture is ill-posed. It has no answer until texture is supplied, and texture is exactly the thing a bag of cuttings or a composition log does not tell you. That is why this part does not start by choosing a mixing rule. It starts with the two arrangements you just saw, because they are not arbitrary: loading in parallel is the stiffest a mixture of these ingredients can ever be, and loading in series is the softest. Every real texture lives between them. Those two limits need no texture to compute, only the recipe, and that is precisely what makes them the honest first move. The next section gives them their names, Voigt and Reuss, and their formulas.

References

  • Mavko, G., Mukerji, T., & Dvorkin, J. (2009). The Rock Physics Handbook (2nd ed.). Cambridge University Press.

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