Derivation of a microstructural poroelastic model

Summary The standard description of wave propagation in fluid-saturated porous media is given by the Biot–Gassmann theory of poroelasticity. The theory enjoys strong experimental support, except for specific and systematic failings. These failings may be addressed by the introduction of the concept of squirt flow. A wide range of squirt flow models exist, but the predictions of these models contradict each other and those of poroelasticity. We argue that a valid squirt flow model should be consistent with the evidence in favour of poroelasticity and with the rigorous results of effective medium theory. We then proceed to derive such a model for a simple pore space consisting of a randomly oriented collection of small aspect ratio cracks and spherical pores. However, compliance with our constraints is not a sufficient condition for the model to be a valid representation of rock. We build confidence in the approach by showing that a range of geometries can be handled without complicating the mathematical form of the model. Indeed, the model can be expressed through macroscopic parameters having physical interpretations that are independent of the specific microstructural geometry. We estimate these parameters for a typical sandstone and demonstrate the predictions of the model.

[1]  M. N. Toksoz,et al.  Attenuation of seismic waves in dry and saturated rocks: II. Mechanisms , 1979 .

[2]  Stuart Crampin,et al.  Modelling the compliance of crustal rock—I. Response of shear‐wave splitting to differential stress , 1997 .

[3]  J. Hudson,et al.  The mechanical properties of materials with interconnected cracks and pores , 1996 .

[4]  Amos Nur,et al.  Wave attenuation in partially saturated rocks , 1979 .

[5]  F. Gaßmann Uber die Elastizitat poroser Medien. , 1961 .

[6]  L. Fenoglio-Marc Analysis and representation of regional sea-level variability from altimetry and atmospheric–oceanic data , 2001 .

[7]  Amos Nur,et al.  Effects of stress on velocity anisotropy in rocks with cracks , 1971 .

[8]  C. Mccann,et al.  Why is the Biot slow compressional wave not observed in real rocks , 1988 .

[9]  Bernard Budiansky,et al.  Viscoelastic properties of fluid-saturated cracked solids , 1977 .

[10]  J. Hudson Overall properties of a cracked solid , 1980, Mathematical Proceedings of the Cambridge Philosophical Society.

[11]  K. Winkler Estimates of velocity dispersion between seismic and ultrasonic frequencies , 1986 .

[12]  I. Main,et al.  Sequential growth of deformation bands in the laboratory , 2000 .

[13]  Olivier Coussy,et al.  Acoustics of Porous Media , 1988 .

[14]  S. Mochizuki Attenuation in partially saturated rocks , 1982 .

[15]  S. Tod The effects on seismic waves of interconnected nearly aligned cracks , 2001 .

[16]  Stuart Crampin,et al.  The fracture criticality of crustal rocks , 1994 .

[17]  J. Hudson Wave speeds and attenuation of elastic waves in material containing cracks , 1981 .

[18]  K. Winkler Dispersion analysis of velocity and attenuation in Berea sandstone , 1985 .

[19]  John A. Hudson,et al.  Anisotropic effective‐medium modeling of the elastic properties of shales , 1994 .

[20]  J. J. Zhang,et al.  Change of elastic moduli of dry sandstone with effective pressure , 2000 .

[21]  A. Nur,et al.  Squirt flow in fully saturated rocks , 1995 .

[22]  T. Plona,et al.  Observation of a second bulk compressional wave in a porous medium at ultrasonic frequencies , 1980 .

[23]  M. Biot Theory of Propagation of Elastic Waves in a Fluid-Saturated Porous Solid. II. Higher Frequency Range , 1956 .

[24]  Terry D. Jones,et al.  Pore fluids and frequency‐dependent wave propagation in rocks , 1986 .

[25]  J. D. Eshelby The determination of the elastic field of an ellipsoidal inclusion, and related problems , 1957, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[26]  Amos Nur,et al.  Melt squirt in the asthenosphere , 1975 .

[27]  Clive McCann,et al.  Seismic velocities in fractured rocks: An experimental verification of Hudson`s theory , 1994 .

[28]  Sonic and ultrasonic velocities: Theory Versus experiment , 1985 .

[29]  Tai Te Wu,et al.  The effect of inclusion shape on the elastic moduli of a two-phase material* , 1966 .

[30]  Amos Nur,et al.  Dynamic poroelasticity: A unified model with the squirt and the Biot mechanisms , 1993 .

[31]  A. Nur,et al.  Dispersion analysis of acoustic velocities in rocks , 1990 .

[32]  J. Hudson,et al.  Effective‐medium theories for fluid‐saturated materials with aligned cracks , 2001 .

[33]  J. Hudson,et al.  Seismic wave propagation in cracked porous media , 2000 .

[34]  M. Biot Theory of Propagation of Elastic Waves in a Fluid‐Saturated Porous Solid. I. Low‐Frequency Range , 1956 .

[35]  M. Nafi Toksöz,et al.  VELOCITY AND ATTENUATION OF SEISMIC WAVES IN TWO‐PHASE MEDIA: PART II. EXPERIMENTAL RESULTS , 1974 .

[36]  M. S. King,et al.  Experimental ultrasonic velocities and permeability of sandstones with aligned cracks , 1994 .

[37]  A. Norris A differential scheme for the effective moduli of composites , 1985 .

[38]  R. Knight,et al.  Incorporating pore geometry and fluid pressure communication into modeling the elastic behavior of porous rocks , 1997 .

[39]  J. B. Walsh New analysis of attenuation in partially melted rock , 1969 .

[40]  G. Mavko,et al.  Estimating grain-scale fluid effects on velocity dispersion in rocks , 1991 .

[41]  David Smeulders,et al.  Observation of the Biot slow wave in water-saturated Nivelsteiner sandstone , 1997 .

[42]  Leon Thomsen,et al.  Biot-consistent elastic moduli of porous rocks; low-frequency limit , 1985 .

[43]  R. Hill A self-consistent mechanics of composite materials , 1965 .