1887
ASEG2004 - 17th Geophysical Conference
  • ISSN: 2202-0586
  • E-ISSN:

Abstract

Effective stress is a key concept in determining reservoir pore pressures from seismic velocity data. It is usually defined as the difference, Δ between confining (overburden) pressure, and pore pressure, . However , a more general definition is σ´r = - where is an effective stress coefficient. Seismic velocity is observed both in the field and in laboratory experiments to vary non-linearly with effective stress. Furthermore, a form of hysteresis in velocity is observed when reservoir rocks are subjected to differing pore pressure histories. The resulting hysteresis can be quantified with the effective stress coefficient. This coefficient is frequently derived from laboratory velocity-effective stress data at ultrasonic frequencies. This paper describes some recent laboratory based, rock physics experiments involving pore pressure history induced velocity hysteresis and the implications for reservoir 4D monitoring.

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/content/journals/10.1071/ASEG2004ab130
2004-12-01
2026-01-23
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References

  1. Biot MA. and Willis D.G., 1957. The elastic coefficients of the theory of consolidation: Journal of applied Mechanics, 594-601.
  2. Brandt H., 1955. A study of the speed of sound in porous granular materials: Journal of applied Mechanics, 22, 479.
  3. Eberhardt-Phillips, D., Han D-PL, and Zoback, M. D., 1989 . Empirical relationships among seismic velocity, effective pressure , porosity and clay content in sandstone: Geophysics, 54,1,82-89.
  4. Prasad, M. and Manghnani, M. PL, 1997. Effects of pore and differential pressure on compressional wave velocity and quality factor in Berea and Michigan sandstones: Geophysics, 62,4,1163-1176.
  5. Shapiro S.A., 2003. Elastic piezosensitivity of porous and fractured rock.: Geophysics 68,2, 482-486.
  6. Siggins A.F., Dewhurst, D.N. & Tingate, P.R., 2001, Stress path, pore pressure and micro structural influences on Q in Carnarvon Basin Sandstones. Proceedings of the Offshore Technology Conference, 1, 935-944.
  7. Siggins, A.F. and Dewhurst, D.N., 2003, Saturation, pore pressure and effective stress from sandstone acoustic properties, Geophysical Research Letters, Vol. 30, No. 2, 1089.
  8. Todd, T. and Simmons, G., 1972. Effect of pore pressure on the velocity of compressional waves in low-porosity rocks: Journal of Geophysical Research, 77, 20, 3731-3743.
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  • Article Type: Research Article
Keyword(s): effective stress; pore pressure; Seismic velocity
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