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- ISBN: 9789054109556 | 9054109556
- Cover: Hardcover
- Copyright: 1/1/1998
Topics covered in this text include: geology and structural geology; mechanics; dynamics of jointed and faulted rock; physical modelling and testing; constitutive modelling; seismicity and tectonics; instrumentation; hydraulics; and applications.
Preface | |
Mining below 3000m and challenges for the South African gold mining industry | p. 3 |
Fractures: Flow and geometry | p. 11 |
Strain-induced damage of rocks | p. 21 |
Seismic wave propagation in fractured rock | p. 29 |
Poroelasticity applications | p. 39 |
The contribution of Historical Earthquake Research to the analysis of seismic hazard and the tectonic stress field | p. 47 |
Quantitative tectonofractography - An appraisal | p. 59 |
Catastrophic sliding over a fault caused by accumulation of dilation zones | p. 69 |
Mapping concealed faults in 3-D along the Wasatch Fault zone | p. 77 |
Stress perturbation near two fault zones in Himalayas-field measurements and numerical simulation | p. 83 |
On interaction of arbitrary oriented faults systems | p. 89 |
Morphotectonic indications for the opening of Davis Strait | p. 95 |
Neotectonic synthesis of the mediterranean Languedoc region, Southern France | p. 101 |
Lithological and structural models of the Gidea Study Site, Angermanland Province, Sweden | p. 107 |
Controls of range-bounding faults adjacent to the Yellowstone hotspot, USA | p. 113 |
Recent tectonic stress field research in Shanxi graben system | p. 119 |
History of folding in the Magura nappe, Outer Carpathians, Poland | p. 125 |
Extensional joints and faults: A 3D mechanical model for quantifying their ratio - Part 1: Theory | p. 133 |
Extensional joints and faults: A 3D mechanical model for quantifying their ratio - Part 2: Applications | p. 139 |
From joint and fault quantification to simulation of 3-D conceptual fracture models | p. 145 |
Influence of density, pressure and mean grain diameter on shear band localization in granular materials | p. 151 |
Mechanical behaviour of Dionysos marble smooth joints: I. Experiments | p. 159 |
Mechanical behaviour of Dionysos marble smooth joints under cyclic loading: II. Constitutive modeling | p. 165 |
A static fatigue constitutive law for joints in weak rock | p. 171 |
A constitutive model for the mechanical behaviour of bolted rock joint | p. 179 |
3-D-laser measurements and representation of roughness of rock fractures | p. 185 |
What's 'rough'? Modelling the vague meaning of joint roughness classifiers by means of empirical fuzzy sets | p. 191 |
Some remarks about an in situ shear vane technique for claystone | p. 199 |
Description of a fracture morphology in regard of its behaviour during shearing | p. 205 |
Four joint genetic groups and their distinct characteristics | p. 211 |
Mechanical behaviour of natural joints of granodiorite under high normal stress | p. 217 |
The effect of shear displacement on the void geometry of aperture distribution of a rock fracture | p. 223 |
Development of shear testing equipment to investigate the creep of discontinuities in hard rock | p. 229 |
A formulation of shear strength for rock joints included two or three different asperities | p. 235 |
Velocity amplification considered as a phenomenon of elastic energy release due to softening | p. 243 |
Rayleigh pulse-induced fault slip: Model and application | p. 249 |
Modeling of characteristics of waves propagating in arbitrary anisotropic media | p. 255 |
Time-dependent elastic properties in the earth and their causes | p. 261 |
Electrical resistivity of jointed rock and its correlation to elastic wave velocity | p. 265 |
Mechanical anisotropy of granites: Evidence from comparative experimental study and fabric analysis | p. 271 |
Dynamic modelling of a fault and dyke in the vicinity of mining | p. 277 |
Three dimensional modelling of seismicity in deep level mines | p. 285 |
An energy-based damage model of jointed rockmass | p. 291 |
3D behaviour of bolted rock joints: Experimental and numerical study | p. 299 |
Development of a 3-D block-spring model for jointed rocks | p. 305 |
Principles of numerical modelling of jointed rock mass | p. 311 |
Implementation of the Barton-Bandis criterion in a three-dimensional numerical model | p. 317 |
Mechanics of rock fracturing around boreholes | p. 325 |
Drilling-induced tensile fractures: Formation and constraints on the full stress tensor | p. 331 |
Fractures in porous Biot medium | p. 339 |
Two technologies of rock samples cutting: Their effect on samples strength properties | p. 345 |
Study of scale effects on the deformability modulus of rock by means of a discontinuous model | p. 349 |
Crack initiation at a heterogeneity in a rock sample subjected to the Brazilian test | p. 357 |
Laboratory tests to investigate the effect of presence of discontinuities on rock cutting parameters | p. 363 |
Analysis of rock failure after triaxial testing | p. 367 |
Acoustic emission of jointed and intact granite during triaxial compression test | p. 375 |
Numerical simulation of the Kaiser effect under triaxial stress state | p. 381 |
Acoustic emission preceding macro crack formation in samples containing a stress concentrator | p. 387 |
Effects of discrete memory during rock deformation | p. 393 |
Fracture analysis of loaded rocks by means of acoustic emission | p. 401 |
Crack detection in salt rock and implications for the geomechanical situation | p. 405 |
Geomechanical behavior of a heated 3m block of fractured tuff | p. 411 |
Laboratory equipment for the strength and deformability studies of the rock materials under multiaxial stress state | p. 417 |
Fracturing around deep level stopes: Comparison of numerical simulation with underground observations | p. 425 |
Mining subsidence in the concealed coalfields of north-east England | p. 431 |
Fracture development around underground excavations in rock salt | p. 437 |
Stability analysis of rock blocks around a tunnel | p. 443 |
Field measurement and model test on tunnel deformation | p. 449 |
Influence of the rock's joints frequency on the tunnel lining stress state | p. 455 |
Numerical analyses of the trial underground exploitation of dimension stone | p. 461 |
Load approach on circular tunnels in jointed rock | p. 467 |
Shear creep of discontinuities in hard rock surrounding deep excavations | p. 473 |
Improvement of post-pillars behaviour providing its confinement by tailings backfill | p. 479 |
Extension of concealed fractures: Why did a collapse of the sea-cliff at the western entrance of the Toyohama Tunnel, Hokkaido, Japan occur? | p. 485 |
Mining induced fractures for roof in logwall stope and their behavior | p. 491 |
Research and application of the inside-injection grouting bolts | p. 497 |
Research on an IDSS for rock support design in Jinchuan mine | p. 503 |
A control system for tunnel boring machines in jointed rock | p. 509 |
Voussoir beam analysis of an underground marble quarry | p. 515 |
Stability analysis of jointed rock slope | p. 523 |
Stability analysis of wedges in jointed rock masses using finite element analysis | p. 529 |
Analysis of stability factor of slope in jointed rock masses | p. 535 |
The influence granular structure of rockfalls on their spreading along mountain slopes | p. 541 |
The new method for modelling of slopes stability at changeable temperature field | p. 547 |
The behavior of induced pore fluid pressure in undrained triaxial shear tests on fractured porous analog rock material specimens | p. 555 |
Evaluation of jointed rock permeability using a high pressure triaxial apparatus | p. 561 |
Channelling effects in the hydraulic behaviour of rock-joints | p. 567 |
Modelling of hydro-mechanical coupling in rock joints | p. 573 |
On the experimental study of mass transport in a fracture model | p. 579 |
Hydromechanical behavior of a fracture: How to understand the flow paths | p. 583 |
Experiments on hydro-thermo-mechanical and chemical parameters in a fracture | p. 589 |
What is the usefulness of Fluid Inclusion Planes (FIP)? | p. 595 |
Quantification and simulation of fissural permeability at different scales | p. 601 |
Investigating fractured-porous systems - The aquifer analogue approach | p. 607 |
Damage mechanics approach for hydromechanical coupling in rock joints under normal stress | p. 613 |
Hydromechanics of fractured rock masses: Results from an experimental site in limestone | p. 621 |
Contribution of a 3D model to the analysis of the hydromechanical behaviour of a jointed rock mass dam foundation | p. 627 |
Behavior of jointed rock masses during construction of embankment dams | p. 633 |
Ultimate bearing capacity of the foundation of a gravity dam, on an isotropic transverse rock media | p. 639 |
Mechanism and assessment of the interstratal and intrastratal fractures | p. 645 |
The influences of perforation parameters to wellbore instability and sand production | p. 651 |
Author index | p. 657 |
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