Fracture dimensions, displacements and fluid transport

Abstract There is commonly a linear relationship between the lengths of rock fractures and their displacements, but for many fracture populations there is a very large scatter in the data. In the lava flows of the rift zone in Iceland, the displacements on a fracture or fault of a given length may vary by a factor of 2–10. Similar scatter is obtained for the aperture (width)/length ratios of several hundred mineral-filled veins in a major fault zone. I propose that the displacement on a fracture depends mostly on the smaller of its dip and strike dimensions, referred to as the controlling dimension. Thus, in a horizontal outcrop, fractures with the same strike dimension (outcrop length) can have widely different displacements depending on whether the displacements of individual fractures are controlled by strike or dip dimensions. During growth of a fracture, its controlling dimension may alternate between the dip dimension and the strike dimension. The volumetric rate of flow of fluid through a rock fracture with smooth, parallel walls depends on the cube of the fracture aperture. This cubic law implies that when the aperture of a fracture of a given length in a single set or population can vary by a factor of 2–10, the corresponding volumetric rate of fluid flow through that fracture can vary by a factor of 8–1000. A single, wide fracture in a set of as many as several hundred fractures may thus largely dominate the fluid transport through that set. Fracture aperture depends not only on the associated stress field, but also on its controlling dimension.

[1]  Patience A. Cowie,et al.  Displacement-length scaling relationship for faults: data synthesis and discussion , 1992 .

[2]  David D. Pollard,et al.  Three-dimensional analyses of slip distributions on normal fault arrays with consequences for fault scaling , 1996 .

[3]  Agust Gudmundsson Geometry, formation and development of tectonic fractures on the Reykjanes Peninsula, southwest Iceland , 1987 .

[4]  Bernard Amadei,et al.  Rock stress and its measurement , 1997 .

[5]  C. Scholz,et al.  Growth of normal faults: Displacement-length scaling , 1993 .

[6]  R. Marrett Aggregate properties of fracture populations , 1996 .

[7]  Agust Gudmundsson Effect of tensile stress concentration around magma chambers on intrusion and extrusion frequencies , 1988 .

[8]  P. C. Paris,et al.  Stress Analysis of Cracks , 1965 .

[9]  I. W. Farmer,et al.  Fluid Flow in Discontinuous Rocks , 1993 .

[10]  R. Schultz Displacement-length scaling for terrestrial and Martian faults : Implications for Valles Marineris and shallow planetary grabens , 1997 .

[11]  A. Nicol,et al.  The shapes, major axis orientations and displacement patterns of fault surfaces , 1996 .

[12]  M. Bonafede,et al.  On tensile cracks close to and across the interface between two welded elastic half-spaces , 1999 .

[13]  J. C. Jaeger,et al.  Fundamentals of rock mechanics , 1969 .

[14]  John R. Rice,et al.  Three-Dimensional Crack Problems , 1976 .

[15]  Noelle E. Odling,et al.  Scaling and connectivity of joint systems in sandstones from western Norway , 1997 .

[16]  Agust Gudmundsson Stress fields associated with oceanic transform faults , 1995 .

[17]  A. Gudmundsson Formation and growth of normal faults at the divergent plate boundary in Iceland , 1992 .

[18]  Hiroshi Tada,et al.  The stress analysis of cracks handbook , 2000 .

[19]  C. Tsang,et al.  Flow channeling in heterogeneous fractured rocks , 1998 .

[20]  Agust Gudmundsson Tectonics of the thingvellir fissure swarm, sw iceland , 1987 .

[21]  E. J. Öpik,et al.  Physics of the Earth's Interior , 1959 .

[22]  D. Pollard,et al.  Formation and interpretation of dilatant echelon cracks , 1982 .

[23]  C. Mansfield,et al.  Fault growth by segment linkage: an explanation for scatter in maximum displacement and trace length data from the Canyonlands Grabens of SE Utah , 1995 .

[24]  I. N. Sneddon,et al.  The distribution of stress in the neighbourhood of a flat elliptical crack in an elastic solid , 1950, Mathematical Proceedings of the Cambridge Philosophical Society.

[25]  G. Sih,et al.  Mathematical theories of brittle fracture. , 1968 .

[26]  Rolf V. Ackermann,et al.  Geometry and scaling relations of a population of very small rift-related normal faults , 1996 .

[27]  Chin-Fu Tsang,et al.  Flow and Contaminant Transport in Fractured Rock , 1993 .

[28]  Christopher H. Scholz,et al.  Relation between vein length and aperture , 1995 .

[29]  K. Broberg Cracks and Fracture , 1999 .

[30]  M. K. Kassir,et al.  Three-Dimensional Stress Distribution Around an Elliptical Crack Under Arbitrary Loadings , 1966 .

[31]  Yunmei Lin Advances in Rock Mechanics , 1998 .

[32]  C. Scholz The Mechanics of Earthquakes and Faulting , 1990 .

[33]  I. N. Sneddon,et al.  Crack Problems in the Classical Theory of Elasticity , 1969 .

[34]  D. Pollard,et al.  8 – THEORETICAL DISPLACEMENTS AND STRESSES NEAR FRACTURES IN ROCK: WITH APPLICATIONS TO FAULTS, JOINTS, VEINS, DIKES, AND SOLUTION SURFACES , 1987 .

[35]  Agust Gudmundsson Fluid overpressure and stress drop in fault zones , 1999 .

[36]  R. M. Clark,et al.  A modern regression approach to determining fault displacement-length scaling relationships , 1996 .

[37]  William H. Beyer Standard Mathematical Tables , 1984 .

[38]  Richard H. Sibson,et al.  Structural permeability of fluid-driven fault-fracture meshes , 1996 .

[39]  B. Atkinson Fracture Mechanics of Rock , 1987 .

[40]  J. Rippon Contoured patterns of the throw and hade of normal faults in the Coal Measures (Westphalian) of north-east Derbyshire , 1984 .