Simple mathematical model of a rough fracture
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[1] T. N. Narasimhan,et al. Aperture correlation of a fractal fracture , 1988 .
[2] Stephen R. Brown,et al. Hydromechanical response of a fracture undergoing compression and shear , 1993 .
[3] J. B. Walsh,et al. A new model for analyzing the effect of fractures on compressibility , 1979 .
[4] N. Yoshioka,et al. Elastic properties of contacting surfaces under normal and shear loads: 1. Theory , 1989 .
[5] H. Spetzler,et al. Topographic characteristics of laboratory induced shear fractures , 1993 .
[6] R. Stesky. Electrical conductivity of brine-saturated fractured rock , 1986 .
[7] R. D. Mindlin. Elastic Spheres in Contact Under Varying Oblique Forces , 1953 .
[8] Stephen R. Brown,et al. Roughness of natural fault surfaces , 1987 .
[9] E. G. Thwaite,et al. A noncontact laser system for measuring soil surface topography , 1988 .
[10] Stephen R. Brown,et al. closure of rock joints , 1986 .
[11] David D. Nolte,et al. Fluid percolation through single fractures , 1988 .
[12] Terry E. Tullis,et al. Euclidean and fractal models for the description of rock surface roughness , 1991 .
[13] D. Whitehouse,et al. The properties of random surfaces of significance in their contact , 1970, Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences.
[14] Robert W. Zimmerman,et al. The effect of contact area on the permeability of fractures , 1989 .
[15] W. Brace. Permeability of crystalline and argillaceous rocks , 1980 .
[16] Stephen R. Brown. A note on the description of surface roughness using fractal dimension , 1987 .
[17] G. Swan,et al. Prediction of shear behaviour of joints using profiles , 1985 .
[18] Christopher H. Scholz,et al. Elastic properties of contacting surfaces under normal and shear loads: 2. Comparison of theory with experiment , 1989 .
[19] Stephen R. Brown,et al. Correlation between the surfaces of natural rock joints , 1986 .
[20] Stephen R. Brown. Correction to “A note on the description of surface roughness using fractal dimension” , 1988 .
[21] M. P. Chornack,et al. Stratigraphic and structural characteristics of volcanic rocks in core hole USW G-4, Yucca Mountain, Nye County, Nevada , 1984 .
[22] R. Sayles,et al. Surface topography as a nonstationary random process , 1978, Nature.
[23] N. Barton,et al. The shear strength of rock joints in theory and practice , 1977 .
[24] Stephen R. Brown,et al. Transport of fluid and electric current through a single fracture , 1989 .
[25] J. Greenwood,et al. Contact of nominally flat surfaces , 1966, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.
[26] Stephen R. Brown,et al. Broad bandwidth study of the topography of natural rock surfaces , 1985 .
[27] Terry Engelder,et al. The permeability of whole and jointed Barre Granite , 1979 .
[28] W. Power,et al. The contact between opposing fault surfaces at Dixie Valley, Nevada, and implications for fault mechanics , 1992 .
[29] J. B. Walsh,et al. EFFECT OF PORE PRESSURE AND CONFINING PRESSURE ON FRACTURE PERMEABILITY , 1981 .
[30] Raymond D. Mindlin,et al. Compliance of elastic bodies in contact , 1949 .
[31] D. Cruden,et al. ESTIMATING JOINT ROUGHNESS COEFFICIENTS , 1979 .