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Wet Fault or Dry Fault? A Laboratory Approach to Remotely Monitor the Hydro-Mechanical State of a Discontinuity Using Controlled-Source Seismics

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Abstract

Stress variation and fluid migration occur in deformation zones, which are expected to affect seismic waves reflected off or propagating across such structures. We developed a basic experimental approach to monitor the mechanical coupling with respect to seismic coupling across a single discontinuity between a granite sample in contact with a steel platen. Piezoceramics located on the platen were used to both generate and record the P and S wave fields reflected off the discontinuity at normal incidence. This way, normal (B n ) and tangential (B t ) compliances were calculated using Schoenberg’s linear slip theory (Schoenberg, J Acoust Soc Am 68:1516–1521, 1980) when the roughness, the effective pressure (P eff, up to 200 MPa), and the nature of the filling (gas or water) vary. We observe that increasing the effective pressure decreases B n and B t , which is interpreted as the effect of the closure of the voids at the interface, permitting more seismic energy to be transmitted across the interface. Values of B n are significantly higher than those of B t at low P eff (<60–80 MPa) in dry conditions, and significantly drop under water-saturated conditions. The water filling the voids therefore helps to transmit the seismic energy of compressional waves across the interface. These results show that the assumption B n  ≈ B t commonly found in some theoretical approaches does not always stand. The ratio B n /B t actually reflects the type of saturating fluids and the effective pressure, in agreement with other experimental studies. However, we illustrate that only the relative variations of this ratio seem to be relevant, not its absolute value as suggested in previous studies. Consequently, the use of B n against B t plots may allow effective pressure variation and the nature of the pore fluid to be inferred. In this respect, this experimental approach at sample scale helps to pave the way for remotely monitoring in the field the hydro-mechanical state of deformation zones, such as seismogenic faults, fractured reservoirs, or lava conduits.

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References

  • Acosta-Colon, A., L. J. Pyrak-Nolte, and D. D. Nolte (2009), Laboratory-scale study of field of view and the seismic interpretation of fracture specific stiffness, Geophysical Prospecting, 57(2), 209–224.

  • Aki, K., and P. G. Richards (1980), Quantitative Seismology, Theory and Methods, University Science Books.

  • Blake, O. O. (2011), Seismic transport properties of fractured rocks, PhD of the University of Liverpool, pp. 151.

  • Blake, O. O., D. R. Faulkner, and A. Rietbrock (2012), The Effect of Varying Damage History in Crystalline Rocks on the P- and S-Wave Velocity under Hydrostatic Confining Pressure, Pure and Applied Geophysics, 1–13.

  • Carcione, J., and S. Picotti (2012), Reflection and transmission coefficients of a fracture in transversely isotropic media, Studia Geophysica et Geodaetica, 56(2), 307–322.

  • Cooper, H. W. and Simmons, G. (1977), The effect of cracks on the thermal expansion of rocks, Earth and Planetary Science Letters, 36, 404–412.

  • Faulkner, D. R., C. A. L. Jackson, R. J. Lunn, R. W. Schlische, Z. K. Shipton, C. A. J. Wibberley, and M. O. Withjack (2010), A review of recent developments concerning the structure, mechanics and fluid flow properties of fault zones, Journal of Structural Geology, 32(11), 1557–1575.

  • Haugen, G. U., and M. A. Schoenberg (2000), The echo of a fault or fracture, Geophysics, 65(1), 176–189.

  • Hobday, C., and M. H. Worthington (2012), Field measurements of normal and shear fracture compliance, Geophysical Prospecting, 60(3), 488–499.

  • Hsu, C., and M. Schoenberg (1993), Elastic waves through a simulated fractured medium, Geophysics, 58(7), 964–977.

  • Kelly, C. M., A. Rietbrock, D. R. Faulkner, R. M. Nadeau (2013), Temporal changes in attenuation associated with the 2004 M6.0 Parkfield earthquake, Journal of Geophysical ResearchB: Solid Earth, 118(2), 630–645.

  • Lee, J., and M. Luneva (2012), Variations of reflection and transmission coefficients at the boundaries of different media and types of contact between media, Geosciences Journal, 16(1), 91–104.

  • Li, J. C., H. B. Li, G. W. Ma, and J. Zhao (2012), A time-domain recursive method to analyse transient wave propagation across rock joints, Geophysical Journal International, 188(2), 631–644.

  • Liu, E., J. A. Hudson, and T. Pointer (2000), Equivalent medium representation of fractured rock, Journal of Geophysical Research: Solid Earth, 105(B2), 2981–3000.

  • Lubbe, R., and M. H. Worthington (2006), A field investigation of fracture compliance, Geophysical Prospecting, 54(3), 319–331.

  • Lubbe, R., J. Sothcott, M. H. Worthington, and C. McCann (2008), Laboratory estimates of normal and shear fracture compliance, Geophysical Prospecting, 56(2), 239–247.

  • Miller, R. K. (1978), The effects of boundary friction on the propagation of elastic waves, Bulletin of the Seismological Society of America, 68(4), 987–998.

  • Misra, A., and Marangos, O. (2011), Rock-joint micromechanics: relationship of roughness to closure and wave propagation, International Journal of Geomechanics, 11(6), 431–439.

  • Misra, A., and Marangos, O. (2008), Micromechanical model of rough contact between rock blocks with application to wave propagation, Acta Geophysica, 56(4), 1109–1128.

  • Pyrak-Nolte, L. J., L. R. Myer, and N. G. W. Cook (1990), Transmission of seismic waves across single natural fractures, J. Geophys. Res., 95(B6), 8617–8638.

  • Sayers, C. M. (2002), Fluid-dependent shear-wave splitting in fractured media, Geophysical Prospecting, 50(4), 393–401.

  • Sayers, C. M., and M. Kachanov (1995), Microcrack-induced elastic wave anisotropy of brittle rocks, Journal of Geophysical Research: Solid Earth, 100(B3), 4149–4156.

  • Schoenberg, M. (1980), Elastic wave behavior across linear slip interfaces, The Journal of the Acoustical Society of America, 68(5), 1516–1521.

  • Schoenberg, M., and C. Sayers (1995), Seismic anisotropy of fractured rock, Geophysics, 60(1), 204–211.

  • Stein, S., and M. Wysession (2003), An introduction to seismology, earthquakes, and Earth structure, Blackwell Publishing Ltd., pp. 498.

  • Van Der Neut, J., M. K. Sen, and K. Wapenaar (2008), Seismic reflection coefficients of faults at low frequencies: a model study, Geophysical Prospecting, 56(3), 287–292.

  • Verdon, J. P., and A. Wüstefeld (2013), Measurement of the normal/tangential fracture compliance ratio (ZN/ZT) during hydraulic fracture stimulation using S-wave splitting data, Geophysical Prospecting, 61, 461–475.

  • White, J. E. (1983), Underground sound - Application of seismic waves, Elsevier, New York.

  • Worthington, M. H., and R. Lubbe (2007), The scaling of fracture compliance, Geological Society, London, Special Publications, 270(1), 73-82.

  • Yoshioka N., K. Iwasa (2006), A laboratory experiment to monitor the contact state of a fault by transmission waves. Tectonophysics, 413, 221–238.

  • Zhu, J. B., A. Perino, G. F. Zhao, G. Barla, J. C. Li, G. W. Ma, and J. Zhao (2011), Seismic response of a single and a set of filled joints of viscoelastic deformational behaviour, Geophysical Journal International, 186(3), 1315–1330.

  • Zhu, Y., and R. Snieder (2002), Reflected and transmitted waves from fault zones, SEG International Exposition and 72nd Annual Meeting, pp. 14.

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Acknowledgments

We would like to thank members of the University of Liverpool, especially Betty Mariani, Julia Behnsen, Dan Tatham, John Wheeler, Steve Hicks and Richard Holme, as well as Clarisse Bordes (Université de Pau et des Pays de l’Adour) for their technical help and constructive discussions. The paper benefited from constructive comments from two anonymous reviewers and Antonio Rovelli, Editor. Kay Lancaster (University of Liverpool) is acknowledged for improvement of the figures.

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Correspondence to Joachim Place.

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Place, J., Blake, O., Faulkner, D. et al. Wet Fault or Dry Fault? A Laboratory Approach to Remotely Monitor the Hydro-Mechanical State of a Discontinuity Using Controlled-Source Seismics. Pure Appl. Geophys. 171, 2887–2897 (2014). https://doi.org/10.1007/s00024-014-0805-z

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  • DOI: https://doi.org/10.1007/s00024-014-0805-z

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