1887
Volume 68, Issue 3
  • E-ISSN: 1365-2478

Abstract

ABSTRACT

A critical porosity model establishes the empirical relationship between a grain matrix and a dry rock by the concept of critical porosity. The model is simple and practical and widely used. But the critical porosity in the model is a fixed value that cannot relate to pore structure. The aim of this paper is to establish the theoretical relationship between critical porosity and pore structure by combining Kuster–Toksöz theory with the critical porosity model. Different from the traditional critical porosity model, critical porosity is not an empirical value but varied with pore shape and the ratio of bulk modulus versus shear modulus of the grain matrix. The substitution of the theoretical relationship into Kuster–Toksöz theory will generate the formulae for the bulk and shear moduli of multiple‐porosity dry rocks, which is named the multiple‐porosity variable critical porosity model. The new model has been used to predict elastic moduli for sandstone and carbonate rock. We compare the modelling results for P‐ and S‐wave velocities and elastic moduli with the experimental data. The comparison shows that the new model can be used to describe the elastic properties for the rocks with multiple pore types.

Loading

Article metrics loading...

/content/journals/10.1111/1365-2478.12898
2019-12-06
2024-04-20
Loading full text...

Full text loading...

References

  1. AnselmettiF.S. and EberliG.P.1993. Controls on sonic velocity in carbonates. Pure and Applied Geophysics141, 287–323.
    [Google Scholar]
  2. BerrymanJ.G.1980. Long‐wavelength propagation in composite elastic media II: ellipsoidal inclusions. Acoustical Society of America Journal68, 1820–1831.
    [Google Scholar]
  3. BerrymanJ.G.1995. Mixture theories for rock properties. In Rock Physics and Phase Relations: A Handbook of Physical Constants (ed Thomas J.Ahrens), pp. 205–228. American Geophysical Union, Washington, DC.
    [Google Scholar]
  4. BerrymanJ.G., PrideS.R. and WangH.F.2002. A differential scheme for elastic properties of rocks with dry or saturated cracks. Geophysical Journal International151, 597–611.
    [Google Scholar]
  5. BiotM.A.1956. Theory of propagation of elastic waves in a fluid saturated porous solid. I. Low frequency range and II. Higher‐frequency range. Journal of the Acoustical Society of America28, 179–191.
    [Google Scholar]
  6. DvorkinJ. and NurA.1993. Dynamic poroelasticity: a unified model with the squirt and the Biot mechanisms. Geophysics58, 524–533.
    [Google Scholar]
  7. DvorkinJ. and NurA.2000. Critical porosity models. Stanford University GP170 Report.
  8. GassmannF.1951. Über die Elastizität poröser Medien. Vierteljahrsschrift der Naturforschenden Gesellschaft in Zürich96, 1–23.
    [Google Scholar]
  9. HanD.‐H., NurA. and MorganD.1986. Effect of porosity and clay content on wave velocity in sandstones. Geophysics51, 2093–2107.
    [Google Scholar]
  10. HashinZ. and ShtrikmanS.1963. A variational approach to the elastic behavior of multiphase materials. Journal of the Mechanics and Physics of Solids11, 127–140.
    [Google Scholar]
  11. KriefM., GaratJ., StellingwerffJ. and VentreJ.1990. A petrophysical interpretation using the velocities of P and S waves (full‐waveform sonic). The Log Analyst31, 355–369.
    [Google Scholar]
  12. KumarM. and Han, D.‐H.2005. Pore shape effect on elastic properties of carbonate rocks. SEG Technical Program Expanded Abstracts24, 1477–1480.
    [Google Scholar]
  13. KusterG.T. and ToksözM.N.1974. Velocity and attenuation of seismic waves in two media, Part I: Theoretical considerations. Geophysics39, 587–606.
    [Google Scholar]
  14. LeeM.W.2006. A simple method of predicting S‐wave velocity, Geophysics69, 161–164.
    [Google Scholar]
  15. LiH. and ZhangJ.2010. Modulus ratio of dry rock based on differential effective medium theory. Geophysics75, N43–N50.
    [Google Scholar]
  16. LiH. and ZhangJ.2011. Elastic moduli of dry rocks containing spheroidal pores based on differential effective medium theory. Journal of Applied Geophysics75, 671–678.
    [Google Scholar]
  17. LiH. and ZhangJ.2012. Analytical approximations of bulk and shear moduli for dry rock based on differential effective medium theory. Geophysical Prospecting60, 281–292.
    [Google Scholar]
  18. LiH. and ZhangJ.2014. A differential effective medium model of multiple‐porosity rock and its analytical approximations for dry rock. Chinese Journal of Geophysics57, 835–845.
    [Google Scholar]
  19. LiH., ZhangJ. and YaoF.2013. Inversion of effective pore aspect ratios for porous rocks and its applications. Chinese Journal of Geophysics56, 608–615.
    [Google Scholar]
  20. MarkovM., KazatchenkoE., MousatovA. and PervagoE.2012. Generalized differential effective medium method for simulating effective elastic properties of two dimensional percolating composites. Journal of Applied Physics112, 026101–026103.
    [Google Scholar]
  21. MarkovM., KazatchenkoE., MousatovA. and PervagoE.2013. Novel approach for simulating the elastic properties of porous rocks including the critical porosity phenomena. Geophysics78, L37–L44.
    [Google Scholar]
  22. MavkoG. and JizbaD.1991. Estimating grain‐scale fluid effects on velocity dispersion in rocks. Geophysics56, 1940–1949.
    [Google Scholar]
  23. MavkoG. and MukerjiT.1998. Comparison of the krief and critical porosity models for prediction of porosity and VP/VS. Geophysics63, 925–927
    [Google Scholar]
  24. MavkoG., MukerjiT. and Dvoskin, J.1998. The Rock Physics Handbook: Tools for Seismic Analysis in Porous Media, pp. 221–225. Cambridge University Press.
    [Google Scholar]
  25. MoriT. and TanakaK.1973. Average stress in matrix and average elastic energy of materials with misfitting inclusions. Acta Metallurgica21, 571–574
    [Google Scholar]
  26. MukerjiT., BerrymanJ., MavkoG. and BergeP.1995. Differential effective medium modeling of rock elastic moduli with critical porosity constraints. Geophysical Research Letters22, 555–558.
    [Google Scholar]
  27. MurphyW., ReischerA. and HsuK.1993. Modulus decomposition of compressional and shear velocities in sand bodies. Geophysics58, 227–239.
    [Google Scholar]
  28. NorrisA.N., ShengP. and CallegariA.J.1985. Effective‐medium theories for two‐phase dielectric media. Journal of Applied Physics57, 1990–1996.
    [Google Scholar]
  29. NurA.1992. Critical porosity and the seismic velocities in rocks. EOS, Transactions American Geophysical Union73, 43–66.
    [Google Scholar]
  30. NurA. and SimmonsG.1969. Stress‐induced velocity anisotropy in rocks: an experimental study. Journal of Geophysical Research74, 6667.
    [Google Scholar]
  31. NurA., MavkoG., DvorkinJ. and GalmudiD.1998. Critical porosity: a key to relating physical properties to porosity in rocks. The Leading Edge17, 357–362.
    [Google Scholar]
  32. O'ConnellR.J. and BudianskyB.1974. Seismic velocities in dry and saturated cracked solids. Journal of Geophysical Research79, 4626–4627.
    [Google Scholar]
  33. PrideS.R., BerrymanJ.G. and HarrisJ.M.2004. Seismic attenuation due to wave‐induced flow. Journal of Geophysical Research109, B1, B01201.
    [Google Scholar]
  34. RaymerL.L., HuntE.R. and GardnerJ.S.1980. An improved sonic transit time‐to‐porosity transform. 21st Annual Logging Symposium, SPWLA, paper P.
  35. VernikL. and KachanovM.2010. Modeling elastic properties of siliciclastic rocks. Geophysics75, E171–E182.
    [Google Scholar]
  36. WuT.T.1966. The effect of inclusion shape on the elastic moduli of a two‐phase material. International Journal of Solids and Structures2, 1–8.
    [Google Scholar]
  37. XuS. and PayneM.A.2009. Modeling elastic properties in carbonate rocks. Leading Edge28, 66–74.
    [Google Scholar]
  38. XuS. and WhiteR.1995. A new velocity model for sand‐clay mixtures. Geophysical Prospecting43, 91–118.
    [Google Scholar]
  39. ZhangJ., LiH., LiuH. and CuiX.2009. Accuracy of krief, nur and pride models in the study of rock physics. SEG Technical Program Expanded Abstracts, 2005–2009.
  40. ZhangJ., LiH. and YaoF.2012. Rock critical porosity inversion and S‐wave velocity prediction. Applied Geophysics9, 57–64.
    [Google Scholar]
  41. ZimmermanR.W.1985. The effect of microcracks on the elastic moduli of brittle materials. Journal of Materials Science Letters4, 1457–1460.
    [Google Scholar]
http://instance.metastore.ingenta.com/content/journals/10.1111/1365-2478.12898
Loading
/content/journals/10.1111/1365-2478.12898
Loading

Data & Media loading...

Most Cited This Month Most Cited RSS feed

This is a required field
Please enter a valid email address
Approval was a Success
Invalid data
An Error Occurred
Approval was partially successful, following selected items could not be processed due to error