TECHNICAL PAPERS
Sep 1, 2005

Modeling Acoustic Waves in Saturated Poroelastic Media

Publication: Journal of Engineering Mechanics
Volume 131, Issue 9

Abstract

In this paper we present a comparison of the linear wave analysis for four models of poroelastic materials. A nonlinear thermodynamical construction of a two-component model of such materials requires a dependence on the porosity gradient. In the linear version this dependence may or may not be present. Consequently, we may work with the model without a dependence on this gradient which is identical to Biot’s model or we can use the so-called full model. In both cases we can construct simplified models without a coupling between partial stresses introduced by Biot. These simplified models have the advantage that their application to, for instance, surface wave analysis yields much simpler mathematical problems. In the present work we show that such a simplification for granular materials leads to a good qualitative agreement of all four models in ranges of porosity and Poisson’s ratio commonly appearing in geotechnical applications. Quantitative differences depend on the mode of propagation and vary between 10 and 20%. We illustrate the analysis with a numerical example corresponding to data for sands. Simultaneously we demonstrate severe limitations of the applicability of Gassmann relations which yield an instability of models in a wide range of practically important values of parameters.

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References

Albers, B. (2003). “Surface waves in two-component poroelastic media on impermeable boundaries—Numerical analysis in the whole frequency domain.” WIAS-Preprint No. 862.
Biot, M. A. (1956a). “Theory of propagation of elastic waves in a fluid-saturated porous solid. I. Low-frequency range.” J. Acoust. Soc. Am., 28, 168–178;
Biot, M. A. (1956b). “Theory of propagation of elastic waves in a fluid-saturated porous solid. II. Higher frequency range.” J. Acoust. Soc. Am., 28, 179–191.
Bourbie, T., Coussy, O., and Zinszner, B. (1987). Acoustics of porous media, Editions Technip, Paris.
Dreyer, W., and Struchtrup, H., (1993). “Heat pulse experiments revisited.” Continuum Mech. Thermodyn., 5, 3–50.
Frenkel, Ya. (1944). “On the theory of seismic and seismoelectric phenomena in moist soil.” J. Phys. (USSR), 8, 230–241.
Klimentos, T., and McCann, C. (1988). “Why is the Biot slow compressional wave not observed in real rocks?” Geophysics, 53(12), 1605–1609.
Landau, L. D. (1941). “The theory of superfluidity of helium II.” J. Phys. (USSR), 5, 71.
Müller, I. (1985). Thermodynamics, Pitman, Boston.
Plona, T. J. (1980). “Observation of a second bulk compressional wave in a porous medium at ultrasonic frequencies.” Appl. Phys. Lett., 36, 259–261.
Stoll, R. D. (1989). “Sediment acoustics.,” Lecture notes in earth sciences, Vol. 26, Springer, New York.
Tisza, L. (1938). “Transport phenomena in He II.” Nature (London), 141, 913.
Tolstoy, I. (1991). Acoustics, elasticity, and thermodynamics of porous media: Twenty-one papers by M. A. Biot, Acoustical Society of America, Melville, N.Y.
White, J. E. (1983). Underground sound: Application of seismic waves, Elsevier, Amsterdam, The Netherlands.
Wilmanski, K. (1998). Thermomechanics of continua, Springer, Heidelberg, Germany.
Wilmanski, K. (1999). “Waves in porous and granular materials.” Kinetic and continuum theories of granular and porous media, CISM, Courses and Lectures No. 400, K. Hutter and K. Wilmanski, eds., Springer, New York, 131–185.
Wilmanski, K. (2002). “Thermodynamical admissibility of Biot’s model of poroelastic saturated materials.” Arch. Mech., 54(5–6), 709–736.
Wilmanski, K. (2003). “On a micro–macro transition for poroelastic Biot’s model and corresponding Gassmann-type relations.” WIAS-Preprint No. 868.
Wilmanski, K., and Albers, B. (2002). “Acoustic waves in porous solid-fluid mixtures.” Dynamic response of granular and porous materials under large and catastrophic deformations: Lecture notes in applied and computational mechanics, K. Hutter and N. Kirchner, eds., Vol. 11, Springer, Berlin, 285–314.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 131Issue 9September 2005
Pages: 974 - 985

History

Received: Oct 15, 2003
Accepted: Dec 1, 2004
Published online: Sep 1, 2005
Published in print: Sep 2005

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Notes

Note. Associate Editor: Alexander H.-D. Cheng

Authors

Affiliations

Weierstrass Institute for Applied Analysis and Stochastics, Mohrenstrasse, 39, 10117 Berlin, Germany. E-mail: [email protected]
K. Wilmanski [email protected]
Weierstrass Institute for Applied Analysis and Stochastics, Mohrenstrasse, 39, 10117 Berlin, Germany (corresponding author). E-mail: [email protected]

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