Permeability Evolution in Natural Fractures Subject to Cyclic Loading and Gouge Formation

Increasing fracture aperture by lowering effective normal stress and by inducing dilatant shearing and thermo-elastic effects is essential for transmissivity increase in enhanced geothermal systems. This study investigates transmissivity evolution for fluid flow through natural fractures in granodiorite at the laboratory scale. Processes that influence transmissivity are changing normal loads, surface deformation, the formation of gouge and fracture offset. Normal loads were varied in cycles between 1 and 68 MPa and cause transmissivity changes of up to three orders of magnitude. Similarly, small offsets of fracture surfaces of the order of millimeters induced changes in transmissivity of up to three orders of magnitude. During normal load cycling, the fractures experienced significant surface deformation, which did not lead to increased matedness for most experiments, especially for offset fractures. The resulting gouge material production may have caused clogging of the main fluid flow channels with progressing loading cycles, resulting in reductions of transmissivity by up to one order of magnitude. During one load cycle, from low to high normal loads, the majority of tests show hysteretic behavior of the transmissivity. This effect is stronger for early load cycles, most likely when surface deformation occurs, and becomes less pronounced in later cycles when asperities with low asperity strength failed. The influence of repeated load cycling on surface deformation is investigated by scanning the specimen surfaces before and after testing. This allows one to study asperity height distribution and surface deformation by evaluating the changes of the standard deviation of the height, distribution of asperities and matedness of the fractures. Surface roughness, as expressed by the standard deviation of the asperity height distribution, increased during testing. Specimen surfaces that were tested in a mated configuration were better mated after testing, than specimens tested in shear offset configuration. The fracture surface deformation of specimen surfaces that were tested in an offset configuration was dominated by the breaking of individual asperities and grains, which did not result in better mated surfaces.

[1]  Stephen R. Brown,et al.  Fluid flow through rock joints: The effect of surface roughness , 1987 .

[2]  Gudmundur S. Bodvarsson,et al.  Lubrication theory analysis of the permeability of rough-walled fractures , 1991 .

[3]  Chuhan H. Zhang,et al.  Experimental and numerical study of the geometrical and hydraulic characteristics of a single rock fracture during shear , 2011 .

[4]  Development of coupled shear-flow-visualization apparatus and data analysis , 2013 .

[5]  Robert W. Zimmerman,et al.  Effect of shear displacement on the aperture and permeability of a rock fracture , 1998 .

[6]  Brian P. Bonner,et al.  Self‐propping and fluid flow in slightly offset joints at high effective pressures , 1994 .

[7]  Zhixi Chen,et al.  An experimental investigation of hydraulic behaviour of fractures and joints in granitic rock , 2000 .

[8]  H. Einstein,et al.  Characterisation of Fracture Apertures - Methods And Parameters , 1995 .

[9]  J. Gale,et al.  WATER FLOW IN A NATURAL ROCK FRACTURE AS A FUNCTION OF STRESS AND SAMPLE SIZE , 1985 .

[10]  Carl E. Renshaw,et al.  On the relationship between mechanical and hydraulic apertures in rough-walled fractures , 1995 .

[11]  J. S. Y. Wang,et al.  Validity of cubic law for fluid flow in a deformable rock fracture. Technical information report No. 23 , 1979 .

[12]  H. Einstein,et al.  Stochastic Analysis of Surface Roughness, Aperture And Flow In a Single Fracture , 1993 .

[13]  Gudmundur S. Bodvarsson,et al.  Hydraulic conductivity of rock fractures , 1996 .

[14]  Derek Elsworth,et al.  Permeability evolution in fractured coal: The roles of fracture geometry and water-content , 2011 .

[15]  Yasuhiro Mitani,et al.  Development of a shear-flow test apparatus and determination of coupled properties for a single rock joint , 1999 .

[16]  Jishan Liu,et al.  Mechanical Behavior of Methane Infiltrated Coal: the Roles of Gas Desorption, Stress Level and Loading Rate , 2013, Rock Mechanics and Rock Engineering.

[17]  Roland N. Horne,et al.  Characterizing Hydraulic Fracturing With a Tendency-for-Shear-Stimulation Test , 2014 .

[18]  L. Jing,et al.  Experimental study of the hydro-mechanical behavior of rock joints using a parallel-plate model containing contact areas and artificial fractures , 2008 .

[19]  N. Barton,et al.  Strength, deformation and conductivity coupling of rock joints , 1985 .

[20]  Neville G. W. Cook,et al.  Natural joints in rock: Mechanical, hydraulic and seismic behaviour and properties under normal stress , 1992 .

[21]  D. Elsworth,et al.  Evolution of Strength and Permeability in Stressed Fractures with Fluid–Rock Interactions , 2016, Pure and Applied Geophysics.

[22]  T. Esaki,et al.  Shear-flow Coupling Test On Rock Joints , 1991 .

[23]  A theoretical analysis of sliding of rough surfaces , 2003 .

[24]  Hyungjun Kim,et al.  Analytical approach for anisotropic permeability through a single rough rock joint under shear deformation , 2003 .

[25]  Assaf P. Oron,et al.  Flow in rock fractures: The local cubic law assumption reexamined , 1998 .

[26]  J. Lynch‐Stieglitz,et al.  Persistence of Gulf Stream separation during the Last Glacial Period: Implications for current separation theories , 2003 .

[27]  H. Lee,et al.  Hydraulic Characteristics of Rough Fractures in Linear Flow under Normal and Shear Load , 2002 .

[28]  K. Evans Permeability creation and damage due to massive fluid injections into granite at 3.5 km at Soultz: 2. Critical stress and fracture strength , 2005 .

[29]  Eva Hakami,et al.  Aperture measurements and flow experiments on a single natural fracture , 1996 .

[30]  S. Gentier,et al.  Role of Fracture Geometry in the Evolution of Flow Paths Under Stress , 2013 .

[31]  Laura J. Pyrak-Nolte,et al.  Single fractures under normal stress: The relation between fracture specific stiffness and fluid flow , 2000 .

[32]  Yi‐Feng Chen,et al.  Hydraulic properties of partially saturated rock fractures subjected to mechanical loading , 2014 .

[33]  Wancheng Zhu,et al.  Tracer transport in a fractured chalk: X-ray CT characterization and digital-image-based (DIB) simulation , 2007 .

[34]  Jonny Rutqvist,et al.  The role of hydromechanical coupling in fractured rock engineering , 2003 .