1887
Volume 69, Issue 8-9
  • E-ISSN: 1365-2478

Abstract

ABSTRACT

The mechanical properties of sandstones, including porosity, density and elastic moduli, can be estimated non‐destructively through elastic wave‐velocity measurements. Here, the variation of elastic wave velocity with porosity in sandstones is modelled using Maxwell's effective field theory, extended to the elasticity of heterogeneous media by Sevostianov and coworkers. Comparing measured and predicted elastic wave velocities shows that on deposition, pores in sandstones are less stiff than spherical pores, but that their stiffness increases as porosity decreases. This suggests that concavity of pores in sandstone decreases with decreasing porosity. This interpretation is confirmed by the simple model of Sevostianov and Giraud in which concave pores are represented as superspherical pores, defined by a shape parameter that allows the effect of pore concavity on elastic wave velocities to be investigated. Inversion of measured velocities for this parameter indicates that pore concavity decreases with decreasing porosity. Moreover, values of the shape parameter obtained by inverting measured P‐velocities alone are found to give a good prediction of both P‐ and S‐wave velocities, confirming the applicability of the model.

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2021-10-08
2024-04-25
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References

  1. Biot, M.A. (1956) Theory of propagation of elastic waves in a fluid‐saturated porous solid. II. Higher frequency range. The Journal of the Acoustical Society of America, 28(2), 179–191, https://doi.org/10.1121/1.1908241
    [Google Scholar]
  2. Boucher, S. (1974) On the effective moduli of isotropic two‐phase elastic composites. Journal of Composite Materials, 8(1), 82–89, https://doi.org/10.1177/002199837400800108
    [Google Scholar]
  3. Budiansky, B. and O'Connell, R.J. (1976) Elastic moduli of a cracked solid. International Journal of Solids and Structures, 12, 81–97, https://doi.org/10.1016/0020‐7683(76)90044‐5
    [Google Scholar]
  4. Carmichael, R.S. (1989) Practical Handbook of Physical Properties of Rocks and Minerals. Boca Raton, FL: CRC Press, Inc.
    [Google Scholar]
  5. Chen, F., Sevostianov, I., Giraud, A. and Grgic, D. (2015) Evaluation of the effective elastic and conductive properties of a material containing concave pores. International Journal of Engineering Science, 97, 60–68, https://doi.org/10.1016/j.ijengsci.2015.08.012
    [Google Scholar]
  6. Cook, J.E., Goodwin, L.B. and Boutt, D.F. (2011) Systematic diagenetic changes in the grain‐scale morphology and permeability of a quartz‐cemented quartz arenite. AAPG Bulletin, 95(6), 1067–1088, https://doi.org/10.1306/11151010009
    [Google Scholar]
  7. de Paula, O.B., Pervukhina, M., Makarynska, D. and Gurevich, B. (2012) Modeling squirt dispersion and attenuation in fluid‐saturated rocks using pressure dependency of dry ultrasonic velocities. Geophysics, 77(3), WA157–WA168, https://doi.org/10.1190/geo2011‐0253.1
    [Google Scholar]
  8. Eshelby, J.D. (1957) The determination of the elastic field of an ellipsoidal inclusion, and related problems. Proceedings of the Royal Society of London. Series A. Mathematical, Physical and Engineering Sciences, 241(1226), 376–396, https://doi.org/10.1098/rspa.1957.0133
    [Google Scholar]
  9. Eshelby, J.D. (1961) Elastic inclusions and inhomogeneities. Progress in Solid Mechanics, Vol. 2, (Sneddon, I.N. and Hill, R. (Eds.), 2, 89–140. Amsterdam: North Holland Publishing Company.
    [Google Scholar]
  10. Falcon‐Suarez, I.H., Amalokwu, K., Delgado‐Martin, J., Callow, B., Robert, K., North, L., Sahoo, S.K. and Best, A.I. (2019) Comparison of stress‐dependent geophysical, hydraulic and mechanical properties of synthetic and natural sandstones for reservoir characterization and monitoring studies. Geophysical Prospecting, 67(4), 784–803, https://doi.org/10.1111/1365‐2478.12699
    [Google Scholar]
  11. Gassmann, F. (1951) Über die Elastizität poröser Medien: Vierteljahrsschrift der Naturforschenden Gesellschaft in Zürich. 96, 1–23.
  12. Gurevich, B., Makarynska, D., de Paula, O.B. and Pervukhina, M. (2010) A simple model for squirt‐flow dispersion and attenuation in fluid‐saturated granular rocks. Geophysics, 75(6), N109–N120.
    [Google Scholar]
  13. Han, D.H. (1986) Effects of porosity and clay content on acoustic properties of sandstones and unconsolidated sediments (Doctoral dissertation, Stanford University).
    [Google Scholar]
  14. Han, D.H., Nur, A. and Morgan, D. (1986) Effects of porosity and clay content on wave velocities in sandstones. Geophysics, 51(11), 2093–2107, https://doi.org/10.1190/1.1442062
    [Google Scholar]
  15. Han, X., Wang, S., Tang, G., Dong, C., He, Y., Liu, T., Zhao, L. and Sun, C. (2021) Coupled effects of pressure and frequency on velocities of tight sandstones saturated with fluids: Measurements and rock physics modeling. Geophysical Journal International, 226, 1308–1321, https://doi.org/10.1093/gji/ggab157
    [Google Scholar]
  16. Horii, H. and Nemat‐Nasser, S. (1983) Overall moduli of solids with microcracks: load‐induced anisotropy. Journal of the Mechanics and Physics of Solids, 31(2), 155–171, https://doi.org/10.1016/0022‐5096(83)90048‐0
    [Google Scholar]
  17. Jones, T.D. (1986) Pore fluids and frequency‐dependent wave propagation in rocks. Geophysics, 51(10), 1939–1953, https://doi.org/10.1190/1.1442050
    [Google Scholar]
  18. Kachanov, M., Tsukrov, I. and Shafiro, B. (1994) Effective moduli of solids with cavities of various shapes. Applied Mechanics Reviews, 47, S151–S174, https://doi.org/10.1115/1.3122810
    [Google Scholar]
  19. King, M.S., Marsden, J.R. and Dennis, J.W. (2000) Biot dispersion for P‐and S‐wave velocities in partially and fully saturated sandstones. Geophysical Prospecting, 48(6), 1075–1089, https://doi.org/10.1111/j.1365‐2478.2000.00221.x
    [Google Scholar]
  20. Knackstedt, M.A., Arns, C.H. and Pinczewski, W.V. (2003) Velocity‐porosity relationships, 1: Accurate velocity model for clean consolidated sandstones. Geophysics, 68(6), 1822–1834, https://doi.org/10.1190/1.1635035
    [Google Scholar]
  21. Kuster, G.T. and Toksöz, M.N. (1974) Velocity and attenuation of seismic waves in two‐phase media: Part I. Theoretical formulations. Geophysics, 39(5), 587–606, https://doi.org/10.1190/1.1440450
    [Google Scholar]
  22. Mavko, G. and Jizba, D. (1991) Estimating grain‐scale fluid effects on velocity dispersion in rocks. Geophysics, 56(12), 1940–1949, https://doi.org/10.1190/1.1443005
    [Google Scholar]
  23. Mavko, G., Mukerji, T. and Dvorkin, J. (2020) The Rock Physics Handbook. Cambridge University Press.
    [Google Scholar]
  24. Maxwell, J.C. (1873) A Treatise on Electricity and Magnetism. Clarendon Press.
    [Google Scholar]
  25. Murphy, W.F., Schwartz, L.M. and Hornby, B. (1991) Interpretation physics of Vp and Vs in sedimentary rocks, SPWLA 32nd Annual Logging Symp. (Society of Petrophysicists and Well‐Log Analysts).
    [Google Scholar]
  26. Norris, A.N. (1985) A differential scheme for the effective moduli of composites. Mechanics of Materials, 4(1), 1–16, https://doi.org/10.1016/0167‐6636(85)90002‐X
    [Google Scholar]
  27. O'Connell, R.J. and Budiansky, B. (1974) Seismic velocities in dry and saturated cracked solids. Journal of Geophysical Research, 79, 5412–5426, https://doi.org/10.1029/JB079i035p05412
    [Google Scholar]
  28. Sevostianov, I. and Giraud, A. (2013) Generalization of Maxwell homogenization scheme for elastic material containing inhomogeneities of diverse shape. International Journal of Engineering Science, 64, 23–36, https://doi.org/10.1016/j.ijengsci.2012.12.004
    [Google Scholar]
  29. Sevostianov, I., KachanovM. and ZohdiT., (2008), On computation of the compliance and stiffness contribution tensors of non‐ellipsoidal inhomogeneities. International Journal of Solids and Structures, 45(16), 4375–4383, https://doi.org/10.1016/j.ijsolstr.2008.03.020
    [Google Scholar]
  30. Sevostianov, I., Kováčik, J. and Simančík, F. (2006) Elastic and electric properties of closed‐cell aluminum foams: cross‐property connection. Materials Science and Engineering: A, 420(1–2), 87–99, https://doi.org/10.1016/j.msea.2006.01.064
    [Google Scholar]
  31. Sevostianov, I., Mogilevskaya, S.G. and Kushch, V.I. (2019) Maxwell's methodology of estimating effective properties: alive and well. International Journal of Engineering Science, 140, 35–88, https://doi.org/10.1016/j.ijengsci.2019.05.001
    [Google Scholar]
  32. Sun, Y. and Gurevich, B. (2020) Modeling the effect of pressure on the moduli dispersion in fluid‐saturated rocks. Journal of Geophysical Research: Solid Earth, 125(8), e2019JB019297, https://doi.org/10.1029/2019JB019297
    [Google Scholar]
  33. Sun, C., Tang, G., Fortin, J., Borgomano, J.V. and Wang, S. (2020) Dispersion and attenuation of elastic wave velocities: impact of microstructure heterogeneity and local measurements. Journal of Geophysical Research: Solid Earth, 125(12), e2020JB020132, https://doi.org/10.1029/2020JB020132
    [Google Scholar]
  34. Vernik, L. (1997) Predicting porosity from acoustic velocities in siliciclastics: a new look. Geophysics, 62(1), 118–128, https://doi.org/10.1190/1.1444111
    [Google Scholar]
  35. Vernik, L. (2016) Seismic Petrophysics in Quantitative Interpretation. Society of Exploration Geophysicists.
    [Google Scholar]
  36. Vernik, L. and Kachanov, M. (2010) Modeling elastic properties of siliciclastic rocks. Geophysics, 75(6), E171–E182, https://doi.org/10.1190/1.3494031
    [Google Scholar]
  37. Zimmerman, R.W. (1991) Compressibility of Sandstones, 173 pp. New York: Elsevier.
    [Google Scholar]
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  • Article Type: Research Article
Keyword(s): Acoustics; Elastics; Reservoir geophysics; Rock physics; Seismics; Theory

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