Rock Mechanics in Civil and Environmental Engineering
eBook - PDF

Rock Mechanics in Civil and Environmental Engineering

  1. 884 pages
  2. English
  3. PDF
  4. Available on iOS & Android
eBook - PDF

Rock Mechanics in Civil and Environmental Engineering

Book details
Table of contents
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About This Book

During the last two decades rock mechanics in Europe has been undergoing some major transformation. The reduction of mining activities in Europe affects heavily on rock mechanics teaching and research at universities and institutes. At the same time, new emerging activities, notably, underground infrastructure construction, geothermal energy develo

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Yes, you can access Rock Mechanics in Civil and Environmental Engineering by Jian Zhao, Vincent Labiouse, Jean-Paul Dudt, Jean-Francois Mathier in PDF and/or ePUB format, as well as other popular books in Technology & Engineering & Civil Engineering. We have over one million books available in our catalogue for you to explore.

Information

Publisher
CRC Press
Year
2010
ISBN
9780203840696
Edition
1

Table of contents

  1. Front Cover
  2. Table of Contents
  3. Preface
  4. 1. Keynotes
  5. Rock slopes from mechanics to decision making
  6. Coupled thermo-hydro-mechanical processes in fault zones during rapid slip
  7. How highly stressed brittle rock failure impacts tunnel design
  8. Some rock mechanics issues in petroleum engineering
  9. Strain-based failure criteria for rocks: State of the art and recent advances
  10. 2. Fundamental rock mechanics
  11. Centenary of the first triaxial test – recalculation of the results of Kármán
  12. Experimental artefacts in undrained triaxial testing
  13. Intact rock triaxial compression strength properties of Soma marls withcalcite filled joints, in Turkey
  14. Effect of calcium carbonate content on engineering properties of marl
  15. Deformation characteristics under confined triaxial extension stress
  16. Determination of direct tensile strength and stiffness of intact rocks
  17. Characteristic acoustic emission response of sandstone samples in uniaxial compression
  18. Investigation on the precursors to the failure of composite samples under unixial loading condition
  19. Acoustic emission monitoring of layered sandstone under Brazilian test conditions
  20. Acoustic emission during flexural loading of two Greek marbles
  21. Laboratory experiments on relation between pore pressure changeand acoustic (microseismic) emission
  22. Mechanical testing of hollow cores to determine elastic parameters of anisotropic rocks using the CSIRO HI cell
  23. Rock fabric controls on the failure mode of strongly deformed gneisses
  24. Analysis of multi-stage creep and swelling oedometric tests on a French marl
  25. Creep behavior of Çankırı-Turkey rock salt under uniaxial and triaxial loading conditions
  26. Shear strength of artificially weathered marl
  27. Changes in physico-mechanical properties of ultramafic rocks due to weathering
  28. Geomechanical characteristics of travertine and its natural degradation order in the karst basin of TrebiĆŸat
  29. Influences of freeze-thaw process on mechanical properties of some marbles
  30. Mechanical behaviour of a crystalline hard rock subjected to ultra high temperature and consequences for underground opening stability
  31. A micromechanical constitutive model of a porous chalk
  32. Isotropic collapse load as a function of the macroporosity of volcanic pyroclasts
  33. Damage modelling in geotechnics: Micromechanical approach
  34. A preliminary study on elasto-viscoplastic damage constitutive relation of relaxed rock mass
  35. Discrete approach for anisotropic damage modeling in stratified sedimentary rocks
  36. Application of a non-linear confinement sensitive constitutive model to mine scale simulations subject to varying levels of confining stress
  37. Deficiencies in the ubiquitous joint model of layered rocks
  38. A simple approximation to estimate the Hoek-Brown parameter ‘mi’ for intact rocks
  39. Numerical modelling of a triaxial test of homogeneous rocks using the combined finite-discrete element method
  40. OpenMP parallelization of the three-dimensional distinct lattice spring model
  41. A comparison between application of two and three dimensional bonded-particle models for simulation of damage accumulation in rock
  42. Sensitivity analyses on parameters of lab-scale bonded particle models for rock simulations using Plackett-Burman experimental design method
  43. Investigating intact rock strength and rock mass environmenteffects on rock mass deformation modulus using sensitivity analysis of empirical equations
  44. A view on stochastic finite element, geostatistics, uncertainty and risk analysis on parameter’s estimation in rock mechanics
  45. Morphological analysis of natural marble discontinuities
  46. Accounting for the influence of measurement resolution on discontinuity roughness estimates
  47. Joint replica shear testing and roughness degradation measurement
  48. Relation between fracture size and shear behavior of a single fracture in granite
  49. Mechanical behavior of natural marble discontinuities
  50. Effect of normal load on shear behavior and acoustic emissions of rock joints under direct shear loading
  51. Variation of mechanical parameters of a slightly weathered joint in granite estimated from fourteen shear tests
  52. A full scale investigation into the rock joint shear strength (UACEG)
  53. Direct shear test simulation of real rough rock fractures
  54. Investigation of failure mode and shear strength of rock joints using discrete element method
  55. Fluid flow response of JRC exemplar profiles
  56. Estimating the hydraulic conductivity of two-dimensional fracture networks using effective medium theory and power-law averaging
  57. Estimation of fault zone permeability with Fuzzy-Delphi AHP (FDAHP) method
  58. Experimental investigation of crack propagation and coalescence in rock-like materials under uniaxial compression
  59. Analysis of crack coalescence in rock bridges using neural network
  60. Numerical study of dimensions effects on measurement of rock fracture characterizations by using the modified Arcan test specimen
  61. Diameter and load-rate effects on compressive and tensile strength of two granitic rocks
  62. Rheological properties of rocks during vibration (cyclic loading)
  63. Triggering and accumulation of deformations on rock discontinuities due to low amplitude seismic vibrations
  64. Failure scenario estimated by a non-destructive method
  65. Display of resonance properties of the rock massifs in microtremors
  66. Wave propagation in discontinuous media
  67. Analytical study of S-wave propagation across saturated joints in rock masses
  68. Seismic surveying tools for the early detection of rock instability zones
  69. Study of rock anisotropy involved by cracks using combined geophysical methods
  70. Data integration to assess geo-hazards in Maastricht A2 tunnel
  71. An analytical study to predict underground explosion-induced ground motion
  72. Prevention and control of rocky slope instabilities induced by blasting vibration in tunneling – application to NĂșria rack railway
  73. Simulation of vibration generated by underwater blasting using statistical analysis and numerical modelling
  74. Seismo-acoustic array monitoring of large quarry drill and blast activity close to a natural park, Tuscany (Italy)
  75. 3. Tunnels and underground structures
  76. Measurement of spalling parameters from laboratory testing
  77. Experimental determination of spalling initiation in hard rock
  78. Rock strength obtained from core samples and borehole wall instabilities – the effect of drilling induced damage
  79. A method for predicting the unstable zone around underground spaces based on crack initiation threshold and crack growth theories
  80. Triggering swelling potential of anhydrite clay rocks by brittle failure processes
  81. The anhydrite surface – cause of problems in tunnel constructions (new results based on measurements and observations)
  82. Why the convergence confinement method is not much used in practice
  83. Preliminary assessment of longitudinal deformation profiles for tunnels excavated in strain-softening rock masses
  84. Investigation of plastic zones around circular tunnels in strain-softening rock mass
  85. Yielding support design in Ceneri Base Tunnel
  86. Time-dependent loads on tunnel final linings
  87. Cavity expansion in anisotropic rock
  88. A discrete anisotropic plasticity method for horizontally laminated sedimentary rocks: Development and back analysis
  89. Displacement analytical solution of a deep tunnel with arbitrary cross section in transversely isotropic rock mass
  90. A load and load transfer model for pipe umbrella support
  91. Design methodology for intersection of underground openings
  92. Investigating the effects of different horizontal stress to vertical stress ratio (K) on the stress and displacement fields around underground constructions
  93. Effect of excavation of tunnels in the convex slopes using distinct element method
  94. Performance prediction of hard rock TBM using rock mass classification
  95. Geological controls on the breakthrough of tunnel boring machines in hard rock crystalline terrains
  96. Development of a portable rock cutting rig for rock cuttability determination
  97. Selection and design of mechanical excavators and some recent projects from Turkey
  98. Numerical modelling of indenter/rock interaction under various indenter profiles
  99. Modelling dynamic fracture in mechanical rock cutting using SPAM
  100. Abrasivity of rocks at depth
  101. Determining rock abrasivity in the laboratory
  102. A new laboratory test to evaluate the problem of clogging in mechanical tunnel driving with EPB-shields
  103. Using slurry TBM in excavating a high overburden rock tunnel
  104. Tests, design and fully mechanised installation of mesh system for underground support
  105. Fibre sprayed concrete – Relevant tests for characterizing the correct fibre for the correct use
  106. Thin sprayed liners – an approach with numerical models
  107. A tunnel and cavern intersection in fault zones at 1240m depth
  108. Tunnel liner design in heterogeneous or anisotropic ground
  109. Performance monitoring and analysis of a yield-control support system in squeezing rock
  110. Design and execution of the primary support system of the HEPP Mostarsko Blato headrace tunnel
  111. The new Linth-Limmern hydro-power plant – design of caverns under 500m overburden
  112. Static and dynamic analysis of underground structures in jointed rock mass
  113. Subsidence induced by shallow tunnels construction: A simplified approachto the risk-of-damage band evaluation
  114. Drill and blast tunnel in Inwood Marble under Harlem River in NewYork City
  115. Construction of the SerriĂšres Tunnel on an urban site
  116. Design and construction of a mined station in weak rock on the Kadikoy-Kartal metro line of Istanbul
  117. Three-dimensional modelling of the tunnel intersections in weak rock mass on the Kadikoy-Kartal metro line of Istanbul
  118. The Oudayas tunnel (Morocco): A challenging passage under historical buildings
  119. The accident at the Pinheiros underground station of line 4 of São Paulo’s metropolitan subway: A case of local geological conditions that led to an unforeseen geomechanical behaviour
  120. Complicated excavation altering an existing tunnel – the west portal of the Visp by-pass tunnel, Switzerland
  121. Geomechanical design aspects and construction experience in excavating the overburden above a masonry tunnel of the Ittertunnel in Tirol/Austria
  122. Construction of shallow caverns in blocky ground
  123. Restoration of the Vengeron stream diversion project
  124. Investigation and analysis procedures for tunnel refurbishment
  125. 4. Slopes and landslides
  126. A new classification system and movement solutions for wedge failure
  127. The Dual Grid Method for stability analysis of sliding blocks and slopes
  128. Applicability of earthquake response analysis by multiple yield model for discontinuous rock
  129. Seismic stability and permanent displacement of rock slope along the pre-existing joint plane
  130. Selecting shear strength models for joints – experience with modeling of complex rock slope failure in UDEC
  131. Stability of slope based on shear strain criterion and its dependency on shear strength
  132. Effects of model parameters in DEM on slope failure simulation
  133. Numerical analysis of landslide behavior induced by tunnel excavation
  134. FLAC3D and adaptive Kalman-filtering – A new way to install effective alarm systems for landslides?
  135. Reliability based assessment of rock slope stability
  136. Prediction of rock mass failure-time of geo-hazards
  137. Numerical simulation of gravel unconstrained flow experiments: A comparison between DAN-3D and RASH-3D codes
  138. Numerical and experimental analysis of debris flow protection fence efficiency
  139. Modelling of the rock slope stability at the controlled failure
  140. In situ non conventional shear tests for the mechanical characterisation of a bimrock
  141. Evaluating roadside rockmasses for rockfall hazards from lidar data: Optimizing data collection and processing protocols
  142. Assessment of rockslide and rockfall problems in an active quarry: Case study of the Arvel quarry (Western Switzerland)
  143. Structural and stability analyses of a rock cliff based on digital elevation model: The Obermatt quarry (Switzerland)
  144. Pocket cards for analyzing slopes and quarry rock size by stereo and Cartesian graphics
  145. Deformation rebound in a blast-damaged cutback rock slope
  146. Light emitting sensors as new visual tool for rock structure monitoring
  147. Development and testing of a Time Domain Reflectometry (TDR) monitoring system for subsurface deformations
  148. GeoAlertNet© – monitoring landslides with a wireless sensor network
  149. Rockfall motion characteristics on natural slopes of eastern Australia
  150. Findings from large-scale field tests of spiral rope nets for rock protection
  151. Mega rockslides in Canary Islands: The role of the geomechanical properties of the submarine rocks in the stability of the flanks of Tenerife
  152. Landslide Brus, translational block sliding in flysch rock mass
  153. Three-dimensional mixed continuum-discontinuum numerical simulation ofthe Beauregard Landslide
  154. Influence of the behaviour of soft rocks on cliff evolution
  155. Numerical modeling applied to a cultural heritage site threatened by rock falls in Tuscany (Italy)
  156. Rock slope accident in Aalesund, 2008; stability issues and support design
  157. Design methodology of remedial work in two rail cuttings
  158. Road cut stability analysis along NH-22 in Luhri area, Himachal Pradesh
  159. Mechanism analysis and treatment simulation study of Shanwang Temple landslide
  160. Stability analysis on the reservoir bank slope in Pubugou hydropower project
  161. Open pit mining through active landslides
  162. Assessment of the as-is-state and risk analysis of an one hundred years old torrent control structure in the Bernese Alps
  163. 5. Resources, environment and others
  164. Estimation of regional stress state andYoung’s modulus by analyzing mining induced deformation
  165. Exploration of the recent stress fields in the Czech part of the Upper Silesian Coal Basin
  166. Deformation measurements at the 1200m deep Kristineberg mine using total station, laser scanning and 3D imaging
  167. Numerical analysis of geomechanical processes in coal mining using the Velenje mining method
  168. Multi-scale, non-linear numerical analysis of mining induced deformation in complex environments
  169. Lessons learned from mining-induced seismicity in two deep coal mines
  170. Monitoring of ground failures in subsurface complex cavities
  171. Large-scale salt cavern collapse: Multi-parameter monitoring from precursor signs to general failure
  172. Hydraulic behaviors characterization for the design of unlined underground LPG storage cavern in fractured rock mass
  173. Forty-five years of geotechnical engineering feedback in underground caverns
  174. Preliminary 3D numerical modeling of a hypothetical LNG storage cavern having an irregular geometry
  175. Modeling of fracture and collapse initiation gradients in presence of mud cake
  176. Wellbore stability in shale: Experiment, theory and case study
  177. Geomechanical analysis of the turbidite sandstone in the Soledad field, Chicontepec Basin, Mexico
  178. Laboratory test and logging campaign for geomechanical application in SAGD process for heavy oil reservoirs in Venezuela
  179. Geomechanical studies utilizing petrophysical properties in a Middle-Eastern Reservoir
  180. Theoretical and experimental studies of the filtration regime control in a productive stratum by applying nonsteady effect to host rock block mass
  181. A comparison of stress orientations determined by two independent methods in a deep drilling project
  182. Medium resolution X-Ray computed tomography of hollow cylindrical samples of Boom Clay
  183. Insight into the mechanical behavior of Opalinus Clay
  184. Anisotropic features of the mechanical behaviour of Opalinus Clay
  185. Modelling benchmark of a laboratory drying test in Opalinus Clay
  186. Modelling of drying and cracking initiation in a gallery excavated in shale
  187. Influence of pre-existing discontinuities on ground behavior in the Opalinus Clay – a new mine-by project at the Mont Terri rock laboratory
  188. Geotechnical feedback of the new galleries excavation at the ANDRA underground research laboratory – Bure (France)
  189. Stress effects on nuclide transport in fractured rocks: A numerical study
  190. Modeling the Äspö pillar stability experiment
  191. Foundation stability analysis of arch dams
  192. Dynamic analysis of Choar earth-fill dam
  193. Rock behavior in plunge pools of high-head dams
  194. Estimation of rock mass deformation modulus from laboratory experiments in Karun dam
  195. Index properties of ophiolitic rocks at theYakakayi dam site, Eskisehir, Turkey
  196. General method for estimating the active and passive earth pressures on retaining walls assuming different strength criteria
  197. Numerical approach for rock splitting with electric discharge impulse crushing method
  198. Field and laboratory studies on performance of chain saw machines
  199. Performance assessment of water jet cutting for Italian granite
  200. Importance of geological and geotechnical properties of Kandira stone in civil engineering applications
  201. Analysis of the parameters affecting the slip angle of surface-processed natural stones
  202. Influence of extraction methods on the raw material physicomechanical properties of fillers
  203. Representing rock engineering system to analyse sand production in perforation tunnels
  204. Field measurement and evaluation of thermal characteristics of the ground and the boundary for the utilization of cold source within the ground
  205. Mechanism and modeling of seismic events induced by reservoir stimulation in an Enhanced Geothermal System
  206. Collaborative projects between two USA-France national subsurface laboratories to improve imaging of fractured-porous rocks properties and coupled THMCB processes
  207. Author index
  208. Back Cover