Micromechanics of Deformation in Rocks

Laboratory testing of rocks subjected to differential compression have revealed many different mechanisms for extensile crack growth, including pore crushing, sliding along pre-existing cracks, elastic mismatch between grains, dislocation movement, and hertzian contact. Micromechanical models based on fracture mechanics have been developed for these different mechanisms by many different researchers. In this paper, the KI solutions for these micromechanical models are reviewed. Because of the similarity in rock behavior under compression in a wide range of rock types, it is not surprising that these micromechanical models have many similarities. This may explain the success of models based on certain micromechanisms in spite of the lack of evidence for these mechanisms in microscopic studies. Based on these similarities, a generic micromechanical model is proposed that in some way takes into account all of the above phenomena. It is demonstrated how the KI solutions from the micromechanical models can be used to derive nonlinear stress-strain curves that exhibit strain-hardening and strain-softening, dilatation, σ2 sensitivity, and rate dependence. By using subcritical crack growth, transient and tertiary creep behavior can also be predicted. Also, it is shown how these micromechanical models can form the basis for continuum damage models using the finite element method.

[1]  I. S. Sokolnikoff Mathematical theory of elasticity , 1946 .

[2]  L. S. Costin,et al.  Damage mechanics in the post-failure regime , 1985 .

[3]  J. Fredrich,et al.  Micromechanics of the brittle to plastic transition in Carrara marble , 1989 .

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

[5]  Philip G. Meredith,et al.  4 – THE THEORY OF SUBCRITICAL CRACK GROWTH WITH APPLICATIONS TO MINERALS AND ROCKS , 1987 .

[6]  John M Kemeny,et al.  A MODEL FOR NON-LINEAR ROCK DEFORMATION UNDER COMPRESSION DUE TO SUB- CRITICAL CRACK GROWTH , 1991 .

[7]  S. D. Hallam,et al.  The failure of brittle solids containing small cracks under compressive stress states , 1986 .

[8]  W. C. Cooley,et al.  Mechanics of Brittle Fracture , 1982 .

[9]  F. J. Santarelli,et al.  Performance of Deep Well Bores In Rock With a Confining Pressure-dependent Elastic Modulus , 1987 .

[10]  S. Nemat-Nasser,et al.  Compression‐induced nonplanar crack extension with application to splitting, exfoliation, and rockburst , 1982 .

[11]  C. Stone,et al.  Implementation of a finite element damage model for rock , 1986 .

[12]  J. C. Jaeger,et al.  Fundamentals of rock mechanics , 1969 .

[13]  J. Bell,et al.  Stress orientations from borehole wall fractures with examples from Colorado, east Texas, and northern Canada , 1982 .

[14]  N. Cook,et al.  Determination of rock fracture parameters from crack models for failure in compression , 1987 .

[15]  S. Nemat-Nasser,et al.  Brittle failure in compression: splitting faulting and brittle-ductile transition , 1986, Philosophical Transactions of the Royal Society of London. Series A, Mathematical and Physical Sciences.

[16]  T. Wong A note on the propagation behavior of a crack nucleated by a dislocation pileup , 1990 .

[17]  K. Johnson Contact Mechanics: Frontmatter , 1985 .

[18]  G. I. Barenblatt THE MATHEMATICAL THEORY OF EQUILIBRIUM CRACKS IN BRITTLE FRACTURE , 1962 .

[19]  Teng-fong Wong,et al.  Geometric probability approach to the characterization and analysis of microcracking in rocks , 1985 .

[20]  Chi‐yuen Wang,et al.  SOME MECHANISMS OF MICROCRACK GROWTH AND INTERACTION IN COMPRESSIVE ROCK FAILURE , 1981 .

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

[22]  T. Wong,et al.  Micromechanics of pressure-induced grain crushing in porous rocks , 1990 .

[23]  J. Z. Zhu,et al.  The finite element method , 1977 .

[24]  D. Rooke,et al.  The compendium of stress intensity factors , 1978, International Journal of Fracture.

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

[26]  B. Atkinson Fracture Mechanics of Rock , 1987 .

[27]  P. Steif Crack extension under compressive loading , 1984 .

[28]  L. Morland Constitutive laws for ice , 1979 .

[29]  B. Atkinson Subcritical crack growth in geological materials , 1984 .

[30]  Makoto Terada,et al.  Influence of strain rate on dilatancy and strength of Oshima granite under uniaxial compression , 1981 .

[31]  B. Lawn Fracture of Brittle Solids by Brian Lawn , 1993 .

[32]  Michael F. Ashby,et al.  The failure of brittle porous solids under compressive stress states , 1986 .

[33]  R. J. Charles,et al.  Static Fatigue of Glass. II , 1958 .

[34]  J. Fredrich,et al.  Micromechanics of thermally induced cracking in three crustal rocks , 1986 .

[35]  A. Guenot,et al.  Borehole breakouts and stress fields , 1990 .

[36]  N. Cook,et al.  Analysis of borehole breakouts , 1989 .

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