| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A combined Bayesian–wavelet–data fusion approach for borehole enlargement identification in carbonates
|
Soroush, Hamed
|
|
2010
|
|
6 |
p. 996-1005
10 p.
|
artikel
|
| 2 |
A composite sphere assemblage model for porous oolitic rocks
|
Nguyen, N.B.
|
|
2011
|
|
6 |
p. 909-921
13 p.
|
artikel
|
| 3 |
Active seismic monitoring of hydraulic fractures in laboratory experiments
|
de Pater, C.J.
|
|
2001
|
|
6 |
p. 777-785
9 p.
|
artikel
|
| 4 |
Adaptation of a triaxial cell for ultrasonic P-wave attenuation, velocity and acoustic emission measurements
|
Donald, J.A
|
|
2004
|
|
6 |
p. 1001-1011
11 p.
|
artikel
|
| 5 |
A double rock sample model for rockbursts
|
Chen, Z.H.
|
|
1997
|
|
6 |
p. 991-1000
10 p.
|
artikel
|
| 6 |
A fracture sliding potential index for wellbore stability analysis
|
Younessi, A.
|
|
2010
|
|
6 |
p. 927-939
13 p.
|
artikel
|
| 7 |
A methodology for assessing geotechnical hazards for TBM tunnelling—illustrated by the Athens Metro, Greece
|
Benardos, A.G.
|
|
2004
|
|
6 |
p. 987-999
13 p.
|
artikel
|
| 8 |
A microstructure-based failure criterion for Aminadav dolomites
|
Hatzor, Y.H.
|
|
1998
|
|
6 |
p. 797-805
9 p.
|
artikel
|
| 9 |
A modified single plane of weakness theory for the failure of highly stratified rocks
|
Duveau, G.
|
|
1998
|
|
6 |
p. 807-813
7 p.
|
artikel
|
| 10 |
Analysis of the strain softening size effect for rock specimens based on shear strain gradient plasticity theory
|
Pan, Yishan
|
|
2002
|
|
6 |
p. 801-805
5 p.
|
artikel
|
| 11 |
Anelastic strain recovery compliance of rocks and its application to in situ stress measurement
|
Matsuki, Koji
|
|
2008
|
|
6 |
p. 952-965
14 p.
|
artikel
|
| 12 |
A new approach for applying the in-situ Schmidt hammer test on a coal face
|
Özkan, İhsan
|
|
2008
|
|
6 |
p. 888-898
11 p.
|
artikel
|
| 13 |
A new model to estimate rock mass strength accounting for the scale effect
|
Rajmeny, P.K.
|
|
2004
|
|
6 |
p. 1013-1021
9 p.
|
artikel
|
| 14 |
A new resin impregnation technique for characterising fracture geometry in sandstone cores
|
Baraka-Lokmane, S.
|
|
2002
|
|
6 |
p. 815-823
9 p.
|
artikel
|
| 15 |
A new testing method for investigating the loading rate dependency of peak and residual rock strength
|
Hashiba, K.
|
|
2006
|
|
6 |
p. 894-904
11 p.
|
artikel
|
| 16 |
An exact implementation of the Hoek–Brown criterion for elasto-plastic finite element calculations
|
Clausen, Johan
|
|
2008
|
|
6 |
p. 831-847
17 p.
|
artikel
|
| 17 |
An experimental method to link morphological properties of rock fracture surfaces to their mechanical properties
|
Lopez, P.
|
|
2003
|
|
6 |
p. 947-954
8 p.
|
artikel
|
| 18 |
An index for describing the anisotropy of joint surfaces
|
Yang, Z.Y.
|
|
1997
|
|
6 |
p. 1031-1044
14 p.
|
artikel
|
| 19 |
A pore crack model for the mechanical behaviour of porous granular rocks in the brittle deformation regime
|
Klein, E
|
|
2004
|
|
6 |
p. 975-986
12 p.
|
artikel
|
| 20 |
Application of borehole logging, core imaging and tomography to geotechnical exploration
|
Schepers, R.
|
|
2001
|
|
6 |
p. 867-876
10 p.
|
artikel
|
| 21 |
Application of experimental design and optimization to PFC model calibration in uniaxial compression simulation
|
Yoon, Jeoungseok
|
|
2007
|
|
6 |
p. 871-889
19 p.
|
artikel
|
| 22 |
Application of precedent type analysis (PTA) in the construction of Ertan hydro-electric station, China
|
Shihui, Li
|
|
1998
|
|
6 |
p. 787-795
9 p.
|
artikel
|
| 23 |
A probabilistic model for the assessment of uncertainties in the shear strength of rock discontinuities
|
Duzgun, H.S.B.
|
|
2002
|
|
6 |
p. 743-754
12 p.
|
artikel
|
| 24 |
A quadruple packer tool for conducting hydraulic stress measurements in mines and other high stress settings
|
Ask, D.
|
|
2009
|
|
6 |
p. 1097-1102
6 p.
|
artikel
|
| 25 |
Assessment of rock fracture surface roughness using Riemannian statistics of linear profiles
|
Rasouli, V.
|
|
2010
|
|
6 |
p. 940-948
9 p.
|
artikel
|
| 26 |
A statistical evaluation of intact rock failure criteria constrained by polyaxial test data for five different rocks
|
Colmenares, L.B
|
|
2002
|
|
6 |
p. 695-729
35 p.
|
artikel
|
| 27 |
A study of isolated draw zones in block caving mines by means of a large 3D physical model
|
Castro, R.
|
|
2007
|
|
6 |
p. 860-870
11 p.
|
artikel
|
| 28 |
A study of the application of VSP to exploration ahead of a tunnel
|
Brückl, E.
|
|
2001
|
|
6 |
p. 833-841
9 p.
|
artikel
|
| 29 |
A two-dimensional linear variation displacement discontinuity method for three-layered elastic media
|
Shou, Keh-Jian
|
|
1999
|
|
6 |
p. 719-729
11 p.
|
artikel
|
| 30 |
Authors’ Reply to Discussion by R. Göktan on “ISRM Suggested Method for determining the Shore Hardness value for rocks” by R. Altindag, A. Güney, International Journal of Rock Mechanics and Mining Sciences, 2006; 43: 19–22
|
Altindag, R.
|
|
2006
|
|
6 |
p. 998-999
2 p.
|
artikel
|
| 31 |
Back analysis of coalbed strength properties from field measurements of wellbore cavitation and methane production
|
Vaziri, H.H.
|
|
1997
|
|
6 |
p. 963-978
16 p.
|
artikel
|
| 32 |
Block geometry and rockmass characterization for prediction of dilution potential into sub-level cave mine voids
|
Kalenchuk, Katherine S.
|
|
2008
|
|
6 |
p. 929-940
12 p.
|
artikel
|
| 33 |
Borehole seismic characterization of a heterogeneous rock
|
Takahashi, T.
|
|
2001
|
|
6 |
p. 851-857
7 p.
|
artikel
|
| 34 |
Case study of blast-induced shock wave propagation in coal and rock
|
Lu, Cai-Ping
|
|
2010
|
|
6 |
p. 1046-1054
9 p.
|
artikel
|
| 35 |
Changes in infrared radiation with rock deformation
|
Wu, Lixin
|
|
2002
|
|
6 |
p. 825-831
7 p.
|
artikel
|
| 36 |
Characterisation of rock ahead and around tunnels and boreholes by use of geophysical and geological methods
|
Rafat, G.
|
|
2001
|
|
6 |
p. 903-908
6 p.
|
artikel
|
| 37 |
Characterization of fractured rock in the vicinity of tunnels by the swept impact seismic technique
|
Cosma, C.
|
|
2001
|
|
6 |
p. 815-821
7 p.
|
artikel
|
| 38 |
Combined effects of increasing temperature and confining pressure on the fracture toughness of clay bearing rocks
|
Funatsu, T
|
|
2004
|
|
6 |
p. 927-938
12 p.
|
artikel
|
| 39 |
Compressional waves guided between parallel fractures
|
Xian, Changjiu
|
|
2001
|
|
6 |
p. 765-776
12 p.
|
artikel
|
| 40 |
Consideration of fracture growth from an inclined slit and inclined initial fracture at the surface of rock and mortar in compression
|
Fujii, Y
|
|
2004
|
|
6 |
p. 1035-1041
7 p.
|
artikel
|
| 41 |
Convergence of circular tunnels in elastoplastic rock masses with non-linear failure criteria and non-associated flow laws
|
Serrano, A.
|
|
2011
|
|
6 |
p. 878-887
10 p.
|
artikel
|
| 42 |
Core quality: quantification of coring-induced rock alteration
|
Holt, R.M
|
|
2000
|
|
6 |
p. 889-907
19 p.
|
artikel
|
| 43 |
Corrigendum to “Rock fracture mean trace length estimation and confidence interval calculation using maximum likelihood methods”
|
Lyman, G.J
|
|
2004
|
|
6 |
p. 1053-
1 p.
|
artikel
|
| 44 |
Creep and time-dependent damage in argillaceous rocks
|
Fabre, Géraldine
|
|
2006
|
|
6 |
p. 950-960
11 p.
|
artikel
|
| 45 |
Damage to surface structures due to blast vibration
|
Singh, P.K.
|
|
2010
|
|
6 |
p. 949-961
13 p.
|
artikel
|
| 46 |
Deformational behaviour of roadways in soft rocks in underground coal mines and principles for stability control
|
Wang, C
|
|
2000
|
|
6 |
p. 937-946
10 p.
|
artikel
|
| 47 |
Deformation characteristics of rock salt with mudstone interbeds surrounding gas and oil storage cavern
|
Wang, Guijun
|
|
2011
|
|
6 |
p. 871-877
7 p.
|
artikel
|
| 48 |
Deformation of the central pier of the permanent shiplock, Three Gorges Project, China: an analysis case study
|
Huang, Z.Q.
|
|
2003
|
|
6 |
p. 877-892
16 p.
|
artikel
|
| 49 |
Delineation of rockburst fractures with ground penetrating radar in the Witwatersrand Basin, South Africa
|
Grodner, M
|
|
2001
|
|
6 |
p. 885-891
7 p.
|
artikel
|
| 50 |
Determination of in situ deformation modulus: New approaches for plate-loading tests
|
Ünal, E.
|
|
1997
|
|
6 |
p. 897-915
19 p.
|
artikel
|
| 51 |
Determination of Schmidt rebound hardness consistency in granite
|
Amaral, P.M
|
|
1999
|
|
6 |
p. 833-837
5 p.
|
artikel
|
| 52 |
Determination of the main hydraulic and poro-elastic properties of a limestone from Bourgogne, France
|
Lion, M
|
|
2004
|
|
6 |
p. 915-925
11 p.
|
artikel
|
| 53 |
Determination of the most effective longwall equipment combination in longwall top coal caving (LTCC) method by simulation modelling
|
Simsir, Ferhan
|
|
2008
|
|
6 |
p. 1015-1023
9 p.
|
artikel
|
| 54 |
Determining the damping factor of sedimentary rocks required for seismically designed structures
|
Worthington, M.H.
|
|
2001
|
|
6 |
p. 801-806
6 p.
|
artikel
|
| 55 |
Deviation of hydraulic fractures through poroelastic stress changes induced by fluid injection and pumping
|
Berchenko, I.
|
|
1997
|
|
6 |
p. 1009-1019
11 p.
|
artikel
|
| 56 |
Digital image analysis of fluid inclusions
|
Xu, Jinming
|
|
2007
|
|
6 |
p. 942-947
6 p.
|
artikel
|
| 57 |
Digital image-based numerical modeling method for prediction of inhomogeneous rock failure
|
Chen, S.
|
|
2004
|
|
6 |
p. 939-957
19 p.
|
artikel
|
| 58 |
Discontinuity trace map construction using photographs of rock exposures
|
Lemy, F.
|
|
2003
|
|
6 |
p. 903-917
15 p.
|
artikel
|
| 59 |
Discrete element simulation of rock cutting
|
Rojek, Jerzy
|
|
2011
|
|
6 |
p. 996-1010
15 p.
|
artikel
|
| 60 |
Discussion
|
|
|
1998
|
|
6 |
p. 831-835
5 p.
|
artikel
|
| 61 |
Discussion on ‘ISRM suggested method for determining the Shore hardness value for rock’ by R. Altindag, A. Güney, International Journal of Rock Mechanics and Mining Sciences, 2006; 43: 19–22
|
Goktan, R.M.
|
|
2006
|
|
6 |
p. 996-997
2 p.
|
artikel
|
| 62 |
3D laser imaging for joint orientation analysis
|
Mah, Jason
|
|
2011
|
|
6 |
p. 932-941
10 p.
|
artikel
|
| 63 |
Drift reinforcement design based on discontinuity network modelling
|
Grenon, M.
|
|
2003
|
|
6 |
p. 833-845
13 p.
|
artikel
|
| 64 |
Editorial Board
|
|
|
2009
|
|
6 |
p. IFC-
1 p.
|
artikel
|
| 65 |
Editorial Board
|
|
|
2011
|
|
6 |
p. IFC-
1 p.
|
artikel
|
| 66 |
Editorial Board
|
|
|
2010
|
|
6 |
p. IFC-
1 p.
|
artikel
|
| 67 |
Effect of asperity order on the shear response of three-dimensional joints by focusing on damage area
|
Yang, Zon-Yee
|
|
2010
|
|
6 |
p. 1012-1026
15 p.
|
artikel
|
| 68 |
Effect of temperature and pressure on the thermal conductivity of sandstone
|
Abdulagatova, Z.
|
|
2009
|
|
6 |
p. 1055-1071
17 p.
|
artikel
|
| 69 |
Effect of transverse anisotropy on the Hoek–Brown strength parameter ‘m i’ for intact rocks
|
Colak, K
|
|
2004
|
|
6 |
p. 1045-1052
8 p.
|
artikel
|
| 70 |
Effects of frequency and grouted length on the behavior of guided ultrasonic waves in rock bolts
|
Zou, D.H.
|
|
2007
|
|
6 |
p. 813-819
7 p.
|
artikel
|
| 71 |
Effects of microstructures on dynamic compression of Barre granite
|
Xia, K.
|
|
2008
|
|
6 |
p. 879-887
9 p.
|
artikel
|
| 72 |
Elastic–brittle–plastic analysis of circular openings in Hoek–Brown media
|
Sharan, S.K.
|
|
2003
|
|
6 |
p. 817-824
8 p.
|
artikel
|
| 73 |
Estimates of rock joint shear strength in part of the Fimiston open pit operation in Western Australia
|
Wines, D.R
|
|
2003
|
|
6 |
p. 929-937
9 p.
|
artikel
|
| 74 |
Estimating the relation between surface roughness and mechanical properties of rock joints
|
Jiang, Yujing
|
|
2006
|
|
6 |
p. 837-846
10 p.
|
artikel
|
| 75 |
Estimation of deformation and stiffness of fractures close to tunnels using data from single-hole hydraulic testing and grouting
|
Fransson, Å.
|
|
2010
|
|
6 |
p. 887-893
7 p.
|
artikel
|
| 76 |
Estimation of large-scale mechanical properties of a large landslide on the basis of seismic results
|
Brueckl, E.
|
|
2001
|
|
6 |
p. 877-883
7 p.
|
artikel
|
| 77 |
Estimation of thermal conductivity and its spatial variability in igneous rocks from in situ density logging
|
Sundberg, Jan
|
|
2009
|
|
6 |
p. 1023-1028
6 p.
|
artikel
|
| 78 |
Evolution of poroelastic properties and permeability in damaged sandstone
|
Hu, D.W.
|
|
2010
|
|
6 |
p. 962-973
12 p.
|
artikel
|
| 79 |
Experimental investigation on crack propagation in Carrara marble subjected to cyclic loads
|
Migliazza, Maria
|
|
2011
|
|
6 |
p. 1038-1044
7 p.
|
artikel
|
| 80 |
Extending the Q system's prediction of support in tunnels employing fuzzy logic and extra parameters
|
Tzamos, S.
|
|
2006
|
|
6 |
p. 938-949
12 p.
|
artikel
|
| 81 |
Features of compressive failure of brittle materials
|
Fishman, Yu.A.
|
|
2008
|
|
6 |
p. 993-998
6 p.
|
artikel
|
| 82 |
Features of shear failure of brittle materials and concrete structures on rock foundations
|
Fishman, Yu. A.
|
|
2008
|
|
6 |
p. 976-992
17 p.
|
artikel
|
| 83 |
Field trials of aquifer protection in longwall mining of shallow coal seams in China
|
Zhang, Dongsheng
|
|
2010
|
|
6 |
p. 908-914
7 p.
|
artikel
|
| 84 |
FILLER ADVERTS
|
|
|
2002
|
|
6 |
p. I-II
nvt p.
|
artikel
|
| 85 |
Finite element formulation and application of poroelastic generalized plane strain problems
|
Cui, L.
|
|
1997
|
|
6 |
p. 953-962
10 p.
|
artikel
|
| 86 |
Flow analysis of jointed rock masses based on excavation-induced transmissivity change of rough joints
|
Kim, Hyung-Mok
|
|
2004
|
|
6 |
p. 959-974
16 p.
|
artikel
|
| 87 |
Footwall slope stability analysis with the numerical manifold method
|
Ning, Y.J.
|
|
2011
|
|
6 |
p. 964-975
12 p.
|
artikel
|
| 88 |
Fractal analysis of joint patterns in granite
|
Ehlen, J
|
|
2000
|
|
6 |
p. 909-922
14 p.
|
artikel
|
| 89 |
Fracture toughness of a soft sandstone
|
Krishnan, G.R.
|
|
1998
|
|
6 |
p. 695-710
16 p.
|
artikel
|
| 90 |
Fracture toughness of different types of granite
|
Amaral, P.M.
|
|
1999
|
|
6 |
p. 839-842
4 p.
|
artikel
|
| 91 |
Fuzzy genetic programming method for analysis of ground movements due to underground mining
|
Li, Wen-Xiu
|
|
2007
|
|
6 |
p. 954-961
8 p.
|
artikel
|
| 92 |
Geomechanical characterisation of cataclastic rocks: experience from the Cleuson–Dixence project
|
Habimana, J.
|
|
2002
|
|
6 |
p. 677-693
17 p.
|
artikel
|
| 93 |
High resolution seismic refraction method using surface and borehole data for site characterization of rocks
|
Hayashi, K.
|
|
2001
|
|
6 |
p. 807-813
7 p.
|
artikel
|
| 94 |
Hydraulic fracture reopening pressure and the estimation of maximum horizontal stress
|
Ito, T.
|
|
1999
|
|
6 |
p. 811-826
16 p.
|
artikel
|
| 95 |
Hydraulic fracturing after water pressure control blasting for increased fracturing
|
Huang, Bingxiang
|
|
2011
|
|
6 |
p. 976-983
8 p.
|
artikel
|
| 96 |
Hydraulic fracturing stress measurements in Hong Kong
|
Klee, G.
|
|
1999
|
|
6 |
p. 731-741
11 p.
|
artikel
|
| 97 |
Including gravity in the Displacement Discontinuity Method when accounting for contact interaction
|
De Bremaecker, J.-Cl
|
|
2004
|
|
6 |
p. 1043-1044
2 p.
|
artikel
|
| 98 |
Indentation hardness testing of rock
|
Szwedzicki, T
|
|
1998
|
|
6 |
p. 825-829
5 p.
|
artikel
|
| 99 |
Inference of discontinuity trace length distributions using statistical graphical models
|
Jimenez-Rodriguez, R.
|
|
2006
|
|
6 |
p. 877-893
17 p.
|
artikel
|
| 100 |
Influence of geometry and material properties on the axial vibration of a rock bolt
|
Ivanović, Ana
|
|
2008
|
|
6 |
p. 941-951
11 p.
|
artikel
|
| 101 |
Influence of structural anisotropy on the uniaxial compressive strength of pre-fatigued rocksalt from Himachal Pradesh, India
|
Dubey, R.K
|
|
2000
|
|
6 |
p. 993-999
7 p.
|
artikel
|
| 102 |
Influence of tectonic shears on tunnel-induced fracturing
|
Yong, Salina
|
|
2010
|
|
6 |
p. 894-907
14 p.
|
artikel
|
| 103 |
Influence of the parameters in the Pietruszczak–Mroz anisotropic failure criterion
|
Zhong, Shi-Ying
|
|
2011
|
|
6 |
p. 1034-1037
4 p.
|
artikel
|
| 104 |
Infrared radiation of rock at failure
|
Liu, Shanjun
|
|
2006
|
|
6 |
p. 972-979
8 p.
|
artikel
|
| 105 |
Initiation and growth of a hydraulic fracture from a circular wellbore
|
Zhang, X.
|
|
2011
|
|
6 |
p. 984-995
12 p.
|
artikel
|
| 106 |
Intersonic shear rupture mechanism
|
Tarasov, B.G.
|
|
2008
|
|
6 |
p. 914-928
15 p.
|
artikel
|
| 107 |
Inverse modelling of thermal conductivity from temperature measurements at the Prototype Repository, Äspö HRL
|
Sundberg, Jan
|
|
2009
|
|
6 |
p. 1029-1041
13 p.
|
artikel
|
| 108 |
Inversion of drilling-induced tensile fracture data obtained from a single inclined borehole
|
Okabe, T.
|
|
1998
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Microseismic monitoring and stability analysis of the left bank slope in Jinping first stage hydropower station in southwestern China
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Modelling of thermal rock mass properties at the potential sites of a Swedish nuclear waste repository
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Model study of deformation induced by fully mechanized caving below a thick loess layer
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Modified Kuz—Ram fragmentation model and its use at the Sungun Copper Mine
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New considerations on the use of block punch index for predicting the uniaxial compressive strength of rock material
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New empirical polyaxial criterion for rock strength
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Non-stationary and nonlinear visco-elastic shear creep model for shale
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Numerical determination of the equivalent elastic compliance tensor for fractured rock masses using the distinct element method
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Numerical evaluation of the deformation behaviour of thick-walled hollow cylinders of shale
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Numerical investigation of coal and gas outbursts in underground collieries
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Numerical investigations of ore pass hang-up phenomena
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Numerical modelling of the side resistance development of piles in mudstone with direct use of sidewall roughness
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Numerical prediction of crater blasting and bench blasting
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Numerical simulation of blasting-induced rock fractures
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Numerical simulation of kink zone instability in fractured rock masses
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Numerical simulation of the excavation damaged zone around an opening in brittle rock
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Numerical simulation of the top coal caving process using the discrete element method
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Numerical study of the effect of confining stress on rock fragmentation by TBM cutters
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Obtaining dynamic complete stress–strain curves for rock using the Split Hopkinson Pressure Bar technique
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On fracture saturation in layered rocks
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Point bearing stiffness and strength of socketted drilled shafts in Korean rocks
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Porosity dependence of the elastic modulus of lithophysae-rich tuff: numerical and experimental investigations
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Prediction of ground vibration level induced by blasting at different rock units
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Prediction of radial bit cutting force in high-strength rocks using multiple linear regression analysis
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Prediction of rockbursts by analysis of induced seismicity data
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Preface 1 1 The front cover picture shows laboratory data of the acoustic wave front after propagating parallel to fractures spaced 12 mm apart (see Xian et al. in this issue).
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Quantitative three-dimensional description of a rough surface and parameter evolution with shearing
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Reflection and transmission of elastic waves at the interface between an elastic solid and a double porosity medium
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Remote sensing rock mechanics (RSRM) and associated experimental studies
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Rock fracture mean trace length estimation and confidence interval calculation using maximum likelihood methods
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Rock fracture toughness testing in Mode II—punch-through shear test
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Seismic imaging ahead of a tunnel face with three-component geophones
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Seismic studies of rock fracture at the Underground Research Laboratory, Canada
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Simulation of fracture propagation subjected to compressive and shear stress field using virtual multidimensional internal bonds
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The application of critical state soil mechanics to the mechanical behaviour of porous sandstones
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