Three-dimensional observations of faulting process in Westerly granite under uniaxial and triaxial conditions by X-ray CT scan

Abstract Observations of spatial fault development in granite undergoing compression provide new insights into the process of faulting. Dry intact Westerly granite samples were loaded under a confining pressure of 100 MPa (triaxial conditions) and 5 MPa (∼ uniaxial conditions), and the progress of faulting was controlled by maintaining the increment of circumferential displacement at a constant rate, which apparently stiffened the machine. The samples were unloaded after they experienced some degree of stress drop and were successfully recovered before faulting progressed further. A conventional medical X-ray CT scanning system was used to image the sample interiors. Three-dimensional fault systems were detected with sequential X-ray CT images. It was found that three-dimensional reconstruction by X-ray CT images yields not only three-dimensional images of the fault system, but also provides fault cross-section images with much less artificial noise (artifacts) than does direct X-ray CT imaging. Three-dimensional images show that a fault system that developed under uniaxial conditions is much more complicated than a fault system produced by triaxial conditions. In addition, the fault plane produced under uniaxial conditions is inclined at a lower angle to the maximum compressive axis than under triaxial conditions. Comparing X-ray CT images, we show that a fault nucleates locally on the sample surface just after peak stress, then develops into the final fault plane in the residual stress stage of the complete stress–strain relationship under triaxial conditions.

[1]  Peter Sammonds,et al.  Application of a modified Griffith criterion to the evolution of fractal damage during compressional rock failure , 1993 .

[2]  Hironori Kawakata,et al.  The observations of faulting in westerly granite under triaxial compression by X-ray CT scan , 1997 .

[3]  D. Lockner,et al.  Nucleation and growth of faults in brittle rocks , 1994 .

[4]  S. L. Wellington,et al.  X-ray computerized tomography , 1987 .

[5]  Teng-fong Wong,et al.  MICROMECHANICS OF FAULTING IN WESTERLY GRANITE , 1982 .

[6]  Paul Tapponnier,et al.  Development of stress-induced microcracks in Westerly Granite , 1976 .

[7]  T. Kiyama,et al.  Permeability In Anisotropic Granite Under Hydrostatic Compression And Triaxial Compression Including Post-failure Region , 1996 .

[8]  Kinichiro Kusunose,et al.  Localization of dilatancy in Ohshima granite under constant uniaxial stress , 1985 .

[9]  J. Handin,et al.  Rock deformation (a symposium) , 1960 .

[10]  H. Yukutake,et al.  Fracturing process of granite inferred from measurements of spatial and temporal variations in velocity during triaxial deformations , 1989 .

[11]  R. Kranz Microcracks in rocks: a review , 1983 .

[12]  R. A. Johns,et al.  Nondestructive measurements of fracture aperture in crystalline rock cores using X ray computed tomography , 1993 .

[13]  H. Yukutake Fracture nucleation process in intact rocks , 1992 .

[14]  M. Shimada,et al.  Two types of brittle fracture of silicate rocks under confining pressure and their implications in the earth's crust , 1990 .

[15]  Gene Simmons,et al.  Microcrack closure in rocks under stress: Direct observation , 1980 .

[16]  W. R. Wawersik,et al.  Post-failure behavior of a granite and diabase , 1971 .

[17]  H. C. Heard Chapter 7: Transition from Brittle Fracture to Ductile Flow in Solenhofen Limestone as a Function of Temperature, Confining Pressure, and Interstitial Fluid Pressure , 1960 .

[18]  S. Raynaud,et al.  Analysis of the internal structure of rocks and characterization of mechanical deformation by a non-destructive method: X-ray tomodensitometry , 1989 .

[19]  D. Lockner,et al.  The role of microcracking in shear-fracture propagation in granite , 1995 .

[20]  N. Cook,et al.  Some observations concerning the microscopic and mechanical behaviour of quartzite specimens in stiff, triaxial compression tests , 1973 .