Determination of hydraulic normal stiffness of fractures in hard rock from well testing

This technical note aims at determining the joint normal stiffness of fracture planes by two kinds of hydraulic field tests and coupled hydromechanical numerical modelling. The initial hydraulic aperture of the fracture is determined from a pressure pulse injection test. Thereafter, a step pressure test (hydraulic jacking) is conducted from which the normal stiffness of the fracture plane is back-calculated by numerical modelling. The test procedure is applied to six sub-horizontal joints located in crystalline rock at depths of between 80 and 417 m.

[1]  John D. Bredehoeft,et al.  A method for determining the hydraulic properties of tight formations , 1980 .

[2]  M. Biot General Theory of Three‐Dimensional Consolidation , 1941 .

[3]  Ove Stephansson,et al.  New developments in hydrofracturing stress measurements at Luleå university of technology , 1989 .

[4]  B. Valette,et al.  In situ stress determination from hydraulic injection test data , 1984 .

[5]  R. Jung,et al.  Hydraulic in situ investigations of an artificial fracture in the Falkenberg granite , 1989 .

[6]  J. D. Bredehoeft,et al.  Response of a finite-diameter well to an instantaneous charge of water. Paper No. H-21 , 1966 .

[7]  Paul A. Witherspoon,et al.  A finite-element method for coupled stress and fluid flow analysis in fractured rock masses , 1982 .

[8]  Paul A. Witherspoon,et al.  Theoretical and field studies of coupled hydromechanical behaviour of fractured rocks—1. Development and verification of a numerical simulator , 1992 .

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

[10]  T. W. Doe,et al.  Application of non-linear flow laws in determining rock fissure geometry from single borehole pumping tests , 1986 .

[11]  Richard E. Goodman,et al.  Methods of Geological Engineering in Discontinuous Rocks , 1975 .

[12]  John A. Hudson,et al.  Comprehensive rock engineering , 1993 .

[13]  J. Rutqvist,et al.  Theoretical and field studies of coupled hydromechanical behaviour of fractured rocks—2. Field experiment and modelling , 1992 .

[14]  Numerical Simulation Of Fluid Injection Into Deformable Fractures , 1981 .

[15]  J. Gale,et al.  The Effects Of Fracture Type (Induced Versus Natural) On The Stress-Fracture Closure-Fracture Permeability Relationships , 1982 .

[16]  Chin-Fu Tsang Coupled processes associated with nuclear waste repositories , 1987 .

[17]  Nick Barton,et al.  Joint conductivity variation due to normal and shear deformation , 1991 .

[18]  A. Cheng,et al.  Fundamentals of Poroelasticity , 1993 .

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

[20]  John H. Black,et al.  The interpretation of slug tests in fissured rocks , 1985, Quarterly Journal of Engineering Geology.