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