: M.S. Paterson, Teng-fong Wong
: Experimental Rock Deformation - The Brittle Field The Brittle Field
: Springer-Verlag
: 9783540263395
: 2
: CHF 207.60
:
: Geologie
: English
: 348
: Wasserzeichen/DRM
: PC/MAC/eReader/Tablet
: PDF
This monograph deals with the part of the field of experimental rock deformation that is dominated by the phenomena of brittle fracture on one scale or another. Thus a distinction has been drawn between the fields of brittle and ductile behaviour in rock, corresponding more or less to a distinction between the phenomena of fracture and flow. The last chapter deals with the transition between the two fields. In this new edition an attempt has been made to take into account new developments of the last two and a half decades. To assist in this project, the original author greatly appre- ates being joined by the second author. The scope of the monograph is limited to the mechanical properties of rock viewed as a material on the laboratory scale. Thus, the topic and approach is of a 'materials science' kind rather than of a 'structures' kind. We are dealing with only one part of the wider field of rock mechanics, a field which also includes structural or boundary value problems, for example, those of the stability of slopes, the collapse of mine openings, earthquakes, the folding of stratified rock, and the convective motion of the Earth's mantle. One topic thus excluded is the role of jointing, which it is commonly necessary to take into account in applications in engineering and mining, and pr- ably often in geology too. Shock phenomena have also not been covered.
Preface5
Contents7
Introduction11
Experimental Procedures14
The Triaxial Test14
Other Types of Tests24
Experimental Studies on the Brittle Fracture Stress26
Introduction26
Types of Fractures27
Observed Stresses at Brittle Failure30
Influence of Strain Rate, Temperature, and Time36
Size and Shape Effects39
Influence of Intermediate Principal Stress44
Anisotropy47
Griffith Theory of Brittle Failure54
Introduction54
Uniaxial Tension55
Uniaxial Compression and Biaxial Stresses58
Triaxial Stresses60
Modified Griffith Theory (Closed Cracks)62
Extension of the Griffith Approach to Other Modes of Localized Inelastic Failure64
General Comment on Griffith-Type Theories65
Evolution of Physical Properties during Brittle Failure67
Introduction67
Pre-peak and Post-peak Behaviour68
Volume Changes76
Elastic Wave Speeds and Attenuation84
Transport Properties96
Acoustic Emission101
Microscopical Observations107
A Synoptic View of Brittle Failure119
Micromechanics of Brittle Fracture123
Introduction123
Micromechanical Theory for Compact Rock124
Micromechanical Theory for Porous Rock142
Localization Theory145
The Role of Pore Fluids154
Introduction154
The Notion of Effective Stress155
Elastic Properties of Porous Media156
Brittle Failure – Experimental162
Brittle Failure – Theory of Pore Pressure Effects168
Friction and Sliding Phenomena171
Introduction171
Coefficient of Friction172
Phenomenology of Frictional Behaviour179
Physical Aspects of Rock Friction204
Brittle-Ductile Transition216
Introduction216
Experimental Observations217
Physical Basis of the Brittle-Ductile Transition227
Ductile to Brittle Transitions238
Fracture Mechanics243
Stress Intensity Analysis243
Critical Parameters for Failure246
Dynamic and Kinetic Effects248
Plasticity Theory and Localization Analysis251
Introduction251
Constitutive Relations for a Material without Pressure Dependence or Dilatancy252
Constitutive Model for Dilatant, Pressure-Sensitive Materials254
Bifurcation, Instability and Shear Localization258
Constitutive Relations for Friction261
Introduction261
Friction Law262
Evolution Law263
Time-Dependent Evolution during Stationery Contact265
Analysis of Frictional Stability – Stick-Slip266
Influence of Normal Stress and Temperature267
References270
Index337