Similarity rule of crack geometry in statistically homogeneous rock masses

Abstract An nth rank tensor called the generalized fabric tensor is introduced to express crack geometry due to discontinuities like joints and faults in rock masses. Statistically homogeneous rock masses can be regarded as geometrically similar bodies if they are characterized by a common fabric tensor. In order to say that they are also similar in mechanical properties, the crack geometry must be similar in the sense of the generalized fabric tensor. The generalized fabric tensor can be expressed by (1) the number of cracks crossed by a unit length of a scanning line, (2) the number of cracks associated with a unit area of a scanning plane, and (3) the density function E (n) to describe the orientation of crack normal unit vectors n. Since these are all determined by conventional field surveys, one can say that the similarity rule for crack geometry is ready to be used in practical rock mechanics.

[1]  Richard E. Goodman,et al.  CLOSURE ON A MODEL FOR THE MECHANICS OF JOINTED ROCK , 1968 .

[2]  S. Ogata,et al.  Fault Activity Evaluation in the Case of Electric Power Plants , 1981 .

[3]  Edwin T. Brown,et al.  Strength of Models of Rock with Intermittent Joints , 1970 .

[4]  Sia Nemat-Nasser,et al.  A statistical study of fabric in a random assembly of spherical granules , 1982 .

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

[6]  Kanatani Ken-Ichi DISTRIBUTION OF DIRECTIONAL DATA AND FABRIC TENSORS , 1984 .

[7]  M. Kachanov,et al.  A microcrack model of rock inelasticity part I: Frictional sliding on microcracks , 1982 .

[8]  Mark Kachanov,et al.  Continuum Model of Medium with Cracks , 1980 .

[9]  Masanobu Oda,et al.  A method for evaluating the effect of crack geometry on the mechanical behavior of cracked rock masses , 1983 .

[10]  Quantitative Characterization of Distribution Parameters of Joints in Rock Masses , 1978 .

[11]  B. Budiansky,et al.  Elastic moduli of a cracked solid , 1976 .

[12]  S. Priest,et al.  ESTIMATION OF DISCONTINUITY SPACING AND TRACE LENGTH USING SCANLINE SURVEYS , 1981 .

[13]  E. T. Brown,et al.  Underground excavations in rock , 1980 .

[14]  Sia Nemat-Nasser,et al.  Overall moduli of solids with microcracks: Load-induced anisotropy , 1983 .

[15]  Herbert H. Einstein,et al.  MODEL STUDIES ON MECHANICS OF JOINTED ROCK , 1973 .

[16]  F. Patton Multiple Modes of Shear Failure In Rock , 1966 .

[17]  Masanobu Oda,et al.  FABRIC TENSOR FOR DISCONTINUOUS GEOLOGICAL MATERIALS , 1982 .