책 이미지
책 정보
· 분류 : 외국도서 > 기술공학 > 기술공학 > 토목 > 토양/암석
· ISBN : 9780415586542
· 쪽수 : 884쪽
· 출판일 : 2010-05-19
목차
1. Keynotes
Rock slopes from mechanics to decision making
H.H. Einstein, R.L. Sousa, K. Karam, I. Manzella & V. Kveldsvik
Coupled thermo-hydro-mechanical processes in fault zones during rapid slip
J. Sulem
How highly stressed brittle rock failure impacts tunnel design
P.K. Kaiser, F. Amann & W. Steiner
Some rock mechanics issues in petroleum engineering
R.W. Zimmerman
Strain-based failure criteria for rocks: State of the art and recent advances
M. Kwa?niewski & M. Takahashi
2. Fundamental rock mechanics
2.1 Rock testing and material properties
Centenary of the first triaxial test ? recalculation of the results of Karman
P. Van & B. Vasarhelyi
Experimental artefacts in undrained triaxial testing
S. Ghabezloo & J. Sulem
Intact rock triaxial compression strength properties of Soma marls with calcite filled joints, in Turkey
E. Emir & S. Beyhan
Effect of calcium carbonate content on engineering properties of marl
S. Beyhan & E. Emir
Deformation characteristics under confined triaxial extension stress
M. Takahashi, H. Park, N. Takahashi, Y. Miyazaki & Y. Fujii
Determination of direct tensile strength and stiffness of intact rocks
K. Fuenkajorn & S. Klanphumeesri
Characteristic acoustic emission response of sandstone samples in uniaxial compression
N. Slatalla & M. Alber
Investigation on the precursors to the failure of composite samples under unixial loading condition
Y.X. Zhao, Y.D. Jiang & J. Zhu
Acoustic emission monitoring of layered sandstone under Brazilian test conditions
A. Tavallali & A. Vervoort
Acoustic emission during flexural loading of two Greek marbles
P.P. Nomikos, P. Katsikogianni, K.M. Sakkas & A.I. Sofianos
Laboratory experiments on relation between pore pressure change and acoustic (microseismic) emission
S.B. Turuntaev, E.V. Zenchenko & E.I. Eremeeva
Mechanical testing of hollow cores to determine elastic parameters of anisotropic rocks using the CSIRO HI cell
A.B. Ouanas, Y. Gunzburger, F. Lahaie, J.P. Piguet & J.D. Barnichon
Rock fabric controls on the failure mode of strongly deformed gneisses
G.B. Crosta, F. Agliardi, N. Fusi, S. Zanchetta, V. Barberini, M. Laini, A. Pola & E. de Ponti
Analysis of multi-stage creep and swelling oedometric tests on a French marl
C. Merah, J.F. Mathier & V. Labiouse
Creep behavior of Cankırı-Turkey rock salt under uniaxial and triaxial loading conditions
?. Ozkan & S. Duzyol
Shear strength of artificially weathered marl
P. Mi??evi? & G. Vlastelica
Changes in physico-mechanical properties of ultramafic rocks due to weathering
O. Undul & A. Tu?rul
Geomechanical characteristics of travertine and its natural degradation order in the karst basin of Trebi?at
M. Prskalo & P. Marijanovi?
Influences of freeze-thaw process on mechanical properties of some marbles
B. Bodur, H. Tuncdemir,O. Bayram & M. Ba?cı
Mechanical behaviour of a crystalline hard rock subjected to ultra high temperature and consequences for underground opening stability
F.L. Pellet & M. Keshavarz
2.2 Rock mechanics constitutive models and modelling
A micromechanical constitutive model of a porous chalk
J. Lin, S. Xie, J.F. Shao & D. Kondo
Isotropic collapse load as a function of the macroporosity of volcanic pyroclasts
A. Serrano, A. Perucho & M. Conde
Damage modelling in geotechnics: Micromechanical approach
S. Levasseur, F. Collin, R. Charlier, Q. Zhu & D. Kondo
A preliminary study on elasto-viscoplastic damage constitutive relation of relaxed rock mass
H. Zhou, S.H. Chen & W.M. Wang
Discrete approach for anisotropic damage modeling in stratified sedimentary rocks
L. Chen, G. Duveau & J.F. Shao
Application of a non-linear confinement sensitive constitutive model to mine scale simulations subject to varying levels of confining stress
V. Levkovitch, F. Reusch & D.A. Beck
Deficiencies in the ubiquitous joint model of layered rocks
D.P. Adhikary
A simple approximation to estimate the Hoek-Brown parameter ‘mi’ for intact rocks
M. Sari
Numerical modelling of a triaxial test of homogeneous rocks using the combined finite-discrete element method
O.K. Mahabadi, A. Lisjak, G. Grasselli, T. Lukas & A. Munjiza
OpenMP parallelization of the three-dimensional distinct lattice spring model
G.F. Zhao, L. Sun, J.B. Zhu & J.N. Fang
A comparison between application of two and three dimensional bonded-particle models for simulation of damage accumulation in rock
E. Ghazvinian & M.S. Diederichs
Sensitivity analyses on parameters of lab-scale bonded particle models for rock simulations using Plackett-Burman experimental design method
J.S. Yoon, M.Z. Hou, A. Zang & O. Stephansson
Investigating intact rock strength and rock mass environment effects on rock mass deformation modulus using sensitivity analysis of empirical equations
M. Zoorabadi
A view on stochastic finite element, geostatistics, uncertainty and risk analysis on parameter’s estimation in rock mechanics
P. Hoxha & S. Osmani
2.3 Rock joints and discontinuities
Morphological analysis of natural marble discontinuities
T.T.N. Hoang, M. Gasc-Barbier, A. Marache, J. Riss & J. Sulem
Accounting for the influence of measurement resolution on discontinuity roughness estimates
B.S.A. Tatone, G. Grasselli & B. Cottrell
Joint replica shear testing and roughness degradation measurement
B. Cottrell, B.S.A. Tatone & G. Grasselli
Relation between fracture size and shear behavior of a single fracture in granite
A.A. Giwelli, K. Sakaguchi & K. Matsuki
Mechanical behavior of natural marble discontinuities
T.T.N. Hoang, M. Gasc-Barbier, J. Sulem, A. Marache & J. Riss
Effect of normal load on shear behavior and acoustic emissions of rock joints under direct shear loading
Z.A. Moradian, G. Ballivy, P. Rivard & C. Andre
Variation of mechanical parameters of a slightly weathered joint in granite estimated from fourteen shear tests
F. Johansson, M. Bagheri & H. Stille
A full scale investigation into the rock joint shear strength (UACEG)
G. Ilov, K. Filipov, N. Kossev & A. Totsev
Direct shear test simulation of real rough rock fractures
M.S. Asadi & V. Rasouli
Investigation of failure mode and shear strength of rock joints using discrete element method
T. Kazerani, J. Zhao & Z.Y. Yang
Fluid flow response of JRC exemplar profiles
A. Hosseinian, V. Rasouli & R. Utikar
Estimating the hydraulic conductivity of two-dimensional fracture networks using effective medium theory and power-law averaging
C.T.O. Leung & R.W. Zimmerman
Estimation of fault zone permeability with Fuzzy-Delphi AHP (FDAHP) method
A.A. Anvari, H. Katibeh, M. Sharifzadeh & H. Farhadian
Experimental investigation of crack propagation and coalescence in rock-like materials under uniaxial compression
H. Mirzaei, R. Kakaie, S.M.E. Jalali, M. Shariati & B. Hassani
Analysis of crack coalescence in rock bridges using neural network
A. Ghazvinian, V. Sarfarazi, S.A. Moosavi & S. Setayeshi
Numerical study of dimensions effects on measurement of rock fracture characterizations by using the modified Arcan test specimen
R. Hasanpour, N. Choupani, M.A. Hindistan & B. Unver
2.4 Rock dynamics, wave propagation and geophysics
Diameter and load-rate effects on compressive and tensile strength of two granitic rocks
M.J. Iqbal & B. Mohanty
Rheological properties of rocks during vibration (cyclic loading)
J. ?ancer
Triggering and accumulation of deformations on rock discontinuities due to low amplitude seismic vibrations
G.G. Kocharyan & D.V. Pavlov
Failure scenario estimated by a non-destructive method
A. Saad, M. Bost & F. Martineau
Display of resonance properties of the rock massifs in microtremors
S.B. Kishkina & A.A. Spivak
Wave propagation in discontinuous media
A. Perino, G. Barla & R. Orta
Analytical study of S-wave propagation across saturated joints in rock masses
J.B. Zhu, G.F. Zhao, X.B. Zhao & J.C. Li
Seismic surveying tools for the early detection of rock instability zones
W. Frei
Study of rock anisotropy involved by cracks using combined geophysical methods
A.F. Idziak, I. Stan-Kleczek & A. Pilarek
Data integration to assess geo-hazards in Maastricht A2 tunnel
D.J.M. Ngan-Tillard, P. Kouwenberg, P.M. Maurenbrecher & B. Vink
An analytical study to predict underground explosion-induced ground motion
J.C. Li & G.W. Ma
Prevention and control of rocky slope instabilities induced by blasting vibration in tunneling ? application to Nuria rack railway
M. Janeras, A. Macau, S. Figueras & J. Comellas
Simulation of vibration generated by underwater blasting using statistical analysis and numerical modelling
R. Resende & J.P. Gomes
Seismo-acoustic array monitoring of large quarry drill and blast activity close to a natural park, Tuscany (Italy)
M. Ripepe, E. Marchetti & M. Coli
3. Tunnels and underground structures
3.1 Theory, design and numerical modelling
Measurement of spalling parameters from laboratory testing
M.S. Diederichs & C.D. Martin
Experimental determination of spalling initiation in hard rock
L. Jacobsson, R. Christiansson & C.D. Martin
Rock strength obtained from core samples and borehole wall instabilities ? the effect of drilling induced damage
B. Valley, N. Bahrani & P.K. Kaiser
A method for predicting the unstable zone around underground spaces based on crack initiation threshold and crack growth theories
V. Fattahpour & M. Jafari
Triggering swelling potential of anhydrite clay rocks by brittle failure processes
F. Amann, P.K. Kaiser & W. Steiner
The anhydrite surface ? cause of problems in tunnel constructions (new results based on measurements and observations)
H.P. Noher, M. Meyer & R.M. Zeh
Why the convergence confinement method is not much used in practice
L.R. Alejano
Preliminary assessment of longitudinal deformation profiles for tunnels excavated in strain-softening rock masses
L.R. Alejano, A. Rodriguez-Dono & M. Veiga
Investigation of plastic zones around circular tunnels in strain-softening rock mass
S.L. Wang, C.G. Li, H. Tang & X.R. Ge
Yielding support design in Ceneri Base Tunnel
F. Mezzatesta & A. Malaguti
Time-dependent loads on tunnel final linings
P. Yiouta-Mitra, A.I. Sofianos & S. Gekas
Cavity expansion in anisotropic rock
A. Blioumi & D. Kolymbas
A discrete anisotropic plasticity method for horizontally laminated sedimentary rocks: Development and back analysis
M.A. Perras & M.S. Diederichs
Displacement analytical solution of a deep tunnel with arbitrary cross section in transversely isotropic rock mass
Z.Z. Zhang & Z.K. Li
A load and load transfer model for pipe umbrella support
G.M. Volkmann & W. Schubert
Design methodology for intersection of underground openings
J. Eisenberg & B. Amusin
Investigating the effects of different horizontal stress to vertical stress ratio (K) on the stress and displacement fields around underground constructions
M.F. Marji & M.A. Manouchehrian
Effect of excavation of tunnels in the convex slopes using distinct element method
M. Ashtiani, M. Palassi & A. Ahmadi
3.2 Tunnel methods and support
Performance prediction of hard rock TBM using rock mass classification
K. Shahriar, J. Sargheini, M. Hedayatzadeh & J. Khademi Hamidi
Geological controls on the breakthrough of tunnel boring machines in hard rock crystalline terrains
S. Yagiz, C. Merguerian & T. Kim
Development of a portable rock cutting rig for rock cuttability determination
N. Bilgin, C. Balcı, D. Tumac, C. Feriduno?lu & H. Copur
Selection and design of mechanical excavators and some recent projects from Turkey
C. Balcı, N. Bilgin, H. Copur & D. Tumac
Numerical modelling of indenter/rock interaction under various indenter profiles
N. Tiryaki, D.J. Williams, H. Alehossein & B. Unver
Modelling dynamic fracture in mechanical rock cutting using SPAM
H.Y. Liu, W.M. Liang & D.J. Williams
Abrasivity of rocks at depth
M. Alber
Determining rock abrasivity in the laboratory
H. Kasling & K. Thuro
A new laboratory test to evaluate the problem of clogging in mechanical tunnel driving with EPB-shields
M. Feinendegen, M. Ziegler, G. Spagnoli, T. Fernandez-Steeger & H. Stanjek
Using slurry TBM in excavating a high overburden rock tunnel
F.Y. Hsiao, C.W. Yu & S.Y. Chi
Tests, design and fully mechanised installation of mesh system for underground support
A. Roduner, A. Roth & S. Brown
Fibre sprayed concrete ? Relevant tests for characterizing the correct fibre for the correct use
B. de Rivaz
Thin sprayed liners ? an approach with numerical models
P. Nater & A. Mena-Cabrera
3.3 Case studies of rock tunnels
A tunnel and cavern intersection in fault zones at 1240m depth
Z.Q. Wei & R. Stadelmann
Tunnel liner design in heterogeneous or anisotropic ground
L. Branscombe, M.S. Diederichs & G. Barla
Performance monitoring and analysis of a yield-control support system in squeezing rock
G. Barla, M. Bonini & M. Semeraro
Design and execution of the primary support system of the HEPP Mostarsko Blato headrace tunnel
I. Luki?, P. Marijanovi?, A. Gali? & D. Zovko
The new Linth-Limmern hydro-power plant ? design of caverns under 500m overburden
R. Marclay, J.M. Hohberg, M. John, T. Marcher & D. Fellner
Static and dynamic analysis of underground structures in jointed rock mass
R. Mahajan & G.V. Ramana
Subsidence induced by shallow tunnels construction: A simplified approach to the risk-of-damage band evaluation
G. Barbieri & T. Collotta
Drill and blast tunnel in Inwood Marble under Harlem River in New York City
J.B. Stypulkowski, L.N. Villani, G.F. Forsyth & H.S. Lacy
Construction of the Serrieres Tunnel on an urban site
P. Chopard & B. Houriet
Design and construction of a mined station in weak rock on the Kadikoy-Kartal metro line of Istanbul
G. Quaglio, G. Astore, G. Pradella, P. Grasso, O. Zanoli, G.M. Gaspari, O. Angelini & M. Oguz
Three-dimensional modelling of the tunnel intersections in weak rock mass on the Kadikoy-Kartal metro line of Istanbul
G.M. Gaspari, O. Zanoli & M. Pescara
The Oudayas tunnel (Morocco): A challenging passage under historical buildings
A. Panciera & M. Ben Hamich
The accident at the Pinheiros underground station of line 4 of Sao Paulo’s metropolitan subway: A case of local geological conditions that led to an unforeseen geomechanical behaviour
C.M. Nieble, L.G. de Mello & G.R. Sadowski
Complicated excavation altering an existing tunnel ? the west portal of the Visp by-pass tunnel, Switzerland
K. Boller, H. Schmaus, S. Allen & A. Waldmeyer
Geomechanical design aspects and construction experience in excavating the overburden above a masonry tunnel of the Ittertunnel in Tirol/Austria
T. Marcher, C. Maurer & C. Weigl
Construction of shallow caverns in blocky ground
H. Wannenmacher, F. Grunenfelder, F. Amann & E.A. Button
Restoration of the Vengeron stream diversion project
E. Prina Howald & M. Odier
Investigation and analysis procedures for tunnel refurbishment
F. Sandrone, C. Oggeri & O. Del Greco
4. Slopes and landslides
4.1 Theoretical concepts and numerical modelling
A new classification system and movement solutions for wedge failure
A. Turanboy
The Dual Grid Method for stability analysis of sliding blocks and slopes
X. Zhang, Q. Yang & J. Bao
Applicability of earthquake response analysis by multiple yield model for discontinuous rock
N. Iwata, T. Sasaki, K. Sasaki & R. Yoshinaka
Seismic stability and permanent displacement of rock slope along the pre-existing joint plane
Y.L. Lin & X.X. Li
Selecting shear strength models for joints ? experience with modeling of complex rock slope failure in UDEC
R.A. Abdullah, R.J. Fowell & W. Murphy
Stability of slope based on shear strain criterion and its dependency on shear strength
V.B. Maji & T.G. Sitharam
Effects of model parameters in DEM on slope failure simulation
T. Nishimura, K. Tsujino & T. Fukuda
Numerical analysis of landslide behavior induced by tunnel excavation
Y. Koizumi, J. Lee, K. Date, Y. Yokota, T. Yamamoto & K. Fujisawa
FLAC3D and adaptive Kalman-filtering ? A new way to install effective alarm systems for landslides?
K. Mair am Tinkhof, A. Preh, E. Tentschert, A. Eichhorn, T. Schmalz & C. Zangerl
Reliability based assessment of rock slope stability
C. Onisiphorou
Prediction of rock mass failure-time of geo-hazards
A. Mufundirwa & Y. Fujii
Numerical simulation of gravel unconstrained flow experiments: A comparison between DAN-3D and RASH-3D codes
C. Sauthier, V. Labiouse, M. Pirulli & C. Scavia
Numerical and experimental analysis of debris flow protection fence efficiency
A.M. Ferrero, G.P. Giani & A. Segalini
4.2 Laboratory and field investigation and monitoring
Modelling of the rock slope stability at the controlled failure
O.M. Shashenko, O.O. Sdvyzhkova, O.S. Kovrov
In situ non conventional shear tests for the mechanical characterisation of a bimrock
N. Coli, P. Berry & D. Boldini
Evaluating roadside rockmasses for rockfall hazards from lidar data: Optimizing data collection and processing protocols
M.J. Lato, M.S. Diederichs, D.J. Hutchinson & R. Harrap
Assessment of rockslide and rockfall problems in an active quarry: Case study of the Arvel quarry (Western Switzerland)
A. Pedrazzini, T. Oppikofer, M. Jaboyedoff, M. Guell i Pons, R. Chantry & E. Stampfli
Structural and stability analyses of a rock cliff based on digital elevation model: The Obermatt quarry (Switzerland)
C. Longchamp, A. Pedrazzini, M. Jaboyedoff, A. Dessauges, K. Louis, T. Buckingham & C. Erni
Pocket cards for analyzing slopes and quarry rock size by stereo and Cartesian graphics
P.M. Maurenbrecher & D.J.M. Ngan-Tillard
Deformation rebound in a blast-damaged cutback rock slope
N.R.P. Baczynski
Light emitting sensors as new visual tool for rock structure monitoring
S. Akutagawa, A. Kusui & M. Nomura
Development and testing of a Time Domain Reflectometry (TDR) monitoring system for subsurface deformations
J. Singer, K. Thuro & J. Festl
GeoAlertNetⓒ ? monitoring landslides with a wireless sensor network
B. Kister, P. Sollberger, Z. Stossel, J. Janek, M. Klaper, F. Zimmermann, H. Worsching, J. Harustiak & D. Naterop
Rockfall motion characteristics on natural slopes of eastern Australia
A. Giacomini, M. Spadari, O. Buzzi, S.G. Fityus & G.P. Giani
Findings from large-scale field tests of spiral rope nets for rock protection
D. Flum & A. Roduner
4.3 Case studies of rock slopes and landslides
Mega rockslides in Canary Islands: The role of the geomechanical properties of the submarine rocks in the stability of the flanks of Tenerife
M. Ferrer, J. Seisdedos & L.I.G. de Vallejo
Landslide Brus, translational block sliding in flysch rock mass
?. Arbanas, S. Mihali?, M. Gro?i?, S. Dugonji? & M. Vivoda
Three-dimensional mixed continuum-discontinuum numerical simulation of the Beauregard Landslide
K.S. Kalenchuk, D.J. Hutchinson, M.S. Diederichs, G. Barla, M. Barla & G. Piovano
Influence of the behaviour of soft rocks on cliff evolution
A. Evangelista, A.S. di Santolo, M. Zimbardo, L. Ercoli & N. Nocilla
Numerical modeling applied to a cultural heritage site threatened by rock falls in Tuscany (Italy)
D. Marchetti, G. D’Amato Avanzi, N. Sciarra, M. Calista & G. Mazzanti
Rock slope accident in Aalesund, 2008; stability issues and support design
A. Aarset & T. Valstad
Design methodology of remedial work in two rail cuttings
A. Koe
Road cut stability analysis along NH-22 in Luhri area, Himachal Pradesh
K. Sarkar & T.N. Singh
Mechanism analysis and treatment simulation study of Shanwang Temple landslide
Y.W. Meng, H.J. Chai & H.P. Li
Stability analysis on the reservoir bank slope in Pubugou hydropower project
Y. Xu, Q. Xu & S.H. Chen
Open pit mining through active landslides
N.R.P. Baczynski, D. Bruggemann & W. Schiller
Assessment of the as-is-state and risk analysis of an one hundred years old torrent control structure in the Bernese Alps
B. Kister, B. Zimmerli & W. Fellmann
5. Resources, environment and others
5.1 Mines and petroleum
Estimation of regional stress state and Young’s modulus by analyzing mining induced deformation
E. Nishiyama, T. Miyamoto, J. Kodama, S. Kawasaki, K. Kaneko & Y. Yoshida
Exploration of the recent stress fields in the Czech part of the Upper Silesian Coal Basin
J. Pta?ek, P. Koni?ek, K. Sou?ek, L. Sta?, P. Waclawik & R. Grygar
Deformation measurements at the 1200m deep Kristineberg mine using total station, laser scanning and 3D imaging
G. Backblom, D. Sandstrom, A. Gaich, M. Potsch & F. Quanhong
Numerical analysis of geomechanical processes in coal mining using the Velenje mining method
G. Jeromel & J. Likar
Multi-scale, non-linear numerical analysis of mining induced deformation in complex environments
F. Reusch, V. Levkovitch & D.A. Beck
Lessons learned from mining-induced seismicity in two deep coal mines
M. Alber & R. Fritschen
Monitoring of ground failures in subsurface complex cavities
C. Nadim, P. Bigarre & F. Lahaie
Large-scale salt cavern collapse: Multi-parameter monitoring from precursor signs to general failure
N.T. Cao, E. Klein, I. Contrucci, X. Daupley & P. Bigarre
Hydraulic behaviors characterization for the design of unlined underground LPG storage cavern in fractured rock mass
K. Aoki, A. Ismail, H. Uno, C.S. Chang, T. Maejima & Y. Nakamura
Forty-five years of geotechnical engineering feedback in underground caverns
T. You & E. Amantini
Preliminary 3D numerical modeling of a hypothetical LNG storage cavern having an irregular geometry
B. Unver, R. Hasanpour, H. Chakeri & M.A. Hindistan
Modeling of fracture and collapse initiation gradients in presence of mud cake
V. Mostafavi, G. Hareland, B.S. Aadnøy & A. Kustamsi
Wellbore stability in shale: Experiment, theory and case study
M.Z. Hou & X. Luo
Geomechanical analysis of the turbidite sandstone in the Soledad field, Chicontepec Basin, Mexico
C. Rabe & J. Ortiz-Ramirez
Laboratory test and logging campaign for geomechanical application in SAGD process for heavy oil reservoirs in Venezuela
P. Perdona & C. Rabe
Geomechanical studies utilizing petrophysical properties in a Middle-Eastern Reservoir
A. Al-Attar & S. Vega
Theoretical and experimental studies of the filtration regime control in a productive stratum by applying nonsteady effect to host rock block mass
L.A. Nazarova, L.A. Nazarov & V.M. Fomin
A comparison of stress orientations determined by two independent methods in a deep drilling project
W. Lin, T. Byrne, A. Tsutsumi, C. Chang, Y. Yamamoto & A. Sakaguchi
5.2 Radioactive waste repository
Medium resolution X-Ray computed tomography of hollow cylindrical samples of Boom Clay
S. You, V. Labiouse, L. Vigne, L. Gastaldo & M. Bernasconi
Insight into the mechanical behavior of Opalinus Clay
F. Amann, E.A. Button, M. Blumel & R. Thony
Anisotropic features of the mechanical behaviour of Opalinus Clay
S. Salager, M. Nuth & L. Laloui
Modelling benchmark of a laboratory drying test in Opalinus Clay
B. Garitte, A. Gens, Q. Liu, X. Liu, A. Millard, A. Bond, C. McDermott, T. Fujita & S. Nakama
Modelling of drying and cracking initiation in a gallery excavated in shale
H. Peron, J. Eichenberger, L. Laloui & S. Salager
Influence of pre-existing discontinuities on ground behavior in the Opalinus Clay ? a new mine-by project at the Mont Terri rock laboratory
R. Thony, F. Amann, E.A. Button & S. Loew
Geotechnical feedback of the new galleries excavation at the ANDRA underground research laboratory ? Bure (France)
F. Martin, R. Laviguerie & G. Armand
Stress effects on nuclide transport in fractured rocks: A numerical study
Z. Zhao, L. Jing & I. Neretnieks
Modeling the Aspo pillar stability experiment
J.C. Andersson, X. Feng, P. Pan, T. Koyama, S. Kwon, C.S. Lee, M. Rinne, B. Shen, H. Lan, C.D. Martin, Y. Chen, C. Zhou, R. Blaheta, R. Kohut & L. Jing
5.3 Dams and retaining structures
Foundation stability analysis of arch dams
C. Cekerevac & A. Wohnlich
Dynamic analysis of Choar earth-fill dam
S. Aloodari, K. Ahangari & R. Noorani
Rock behavior in plunge pools of high-head dams
E.F.R. Bollaert & A.J. Schleiss
Estimation of rock mass deformation modulus from laboratory experiments in Karun dam
M. Ghamgosar, A. Fahimifar & V. Rasouli
Index properties of ophiolitic rocks at the Yakakayi dam site, Eskisehir, Turkey
E.A. Ozsoy, G. Yilmaz, H. Arman & F. Goktepe
General method for estimating the active and passive earth pressures on retaining walls assuming different strength criteria
A. Serrano, A. Perucho & M. Conde
5.4 Other topics
Numerical approach for rock splitting with electric discharge impulse crushing method
D. Fukuda, Y. Mizutani, K. Kaneko, K. Sasaki, H. Kitajima, S. Kubota, T. Saburi & Y. Ogata
Field and laboratory studies on performance of chain saw machines
H. Copur, C. Balcı, D. Tumac, N. Bilgin & E. Avunduk
Performance assessment of water jet cutting for Italian granite
Y. Ozcelik, M. Gursel, R. Ciccu, G. Costa & A. Bortolussi
Importance of geological and geotechnical properties of Kandira stone in civil engineering applications
H. Arman, S. Ramazanoglu, F. Goktepe, E.A. Ozsoy & G. Yilmaz
Analysis of the parameters affecting the slip angle of surface-processed natural stones
A. Sariisik & G. Sariisik
Influence of extraction methods on the raw material physicomechanical properties of fillers
J. Shommet
Representing rock engineering system to analyse sand production in perforation tunnels
A. Younessi & V. Rasouli
Field measurement and evaluation of thermal characteristics of the ground and the boundary for the utilization of cold source within the ground
H. Chikahisa, T. Taguchi, N. Fujii, M. Wada & S. Kawamura
Mechanism and modeling of seismic events induced by reservoir stimulation in an Enhanced Geothermal System
M.Z. Hou & L. Zhou
Collaborative projects between two USA-France national subsurface laboratories to improve imaging of fractured-porous rocks properties and coupled THMCB processes
J.S.Y. Wang, Y. Guglielmi & S. Gaffet
