مکانیک سنگ در مهندسی عمران و محیط زیست ۲۰۱۰
Rock Mechanics in Civil and Environmental Engineering 2010

1. Front Cover

2. Table of Contents

3. Preface

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

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 Trebižat

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 Núria 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)

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 Serrières 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

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

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