| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A comparison of linear profiling and an in-plane method for the analysis of rock surface geometry
|
Rasouli, V
|
|
2004
|
|
S1 |
p. 133-138
6 p.
|
artikel
|
| 2 |
A continuum damage mechanics model for geomaterials
|
Cheng, H.H
|
|
2004
|
|
S1 |
p. 120-126
7 p.
|
artikel
|
| 3 |
Acoustic emission and velocities associated with the formation of sets of parallel fractures in sandstones
|
Pettitt, W.S
|
|
2004
|
|
S1 |
p. 151-156
6 p.
|
artikel
|
| 4 |
A distribution-free method using maximum entropy and moments for estimating probability curves of rock variables
|
Deng, J
|
|
2004
|
|
S1 |
p. 127-132
6 p.
|
artikel
|
| 5 |
A Fracture Propagation Code And Its Applications To Nuclear Waste Disposal
|
Shen, B
|
|
2004
|
|
S1 |
p. 472-477
6 p.
|
artikel
|
| 6 |
A key problem overlooked during experiments to determine rock properties in the post-peak region
|
Lei, Tang
|
|
2004
|
|
S1 |
p. 55-60
6 p.
|
artikel
|
| 7 |
A Mamdani fuzzy inference system for the geological strength index (GSI) and its use in slope stability assessments
|
Sonmez, H
|
|
2004
|
|
S1 |
p. 780-785
6 p.
|
artikel
|
| 8 |
Analysis of in situ rock bolt loading status
|
Zou, D.H.S
|
|
2004
|
|
S1 |
p. 762-767
6 p.
|
artikel
|
| 9 |
Analysis Of Large Block Test Data Using Three-Dimensional Discontinuous Deformation Analysis
|
Yeung, M.R
|
|
2004
|
|
S1 |
p. 521-526
6 p.
|
artikel
|
| 10 |
Analysis of rockbursts that have occurred in a waterway tunnel in Korea
|
Lee, S.M
|
|
2004
|
|
S1 |
p. 911-916
6 p.
|
artikel
|
| 11 |
Analysis of the flexural failure of an overhanging rock slab
|
Cravero, M
|
|
2004
|
|
S1 |
p. 605-610
6 p.
|
artikel
|
| 12 |
Analysis of the kinematic stability of pyramidal blocks
|
Jeng, F.S
|
|
2004
|
|
S1 |
p. 384-389
6 p.
|
artikel
|
| 13 |
Analysis of tunnel stability: comparison between continuous and discontinuous approaches
|
Maria, Ferrero Anna
|
|
2004
|
|
S1 |
p. 646-651
6 p.
|
artikel
|
| 14 |
An analysis of plane failure of rock slopes by quantified stereographic projection
|
Lim, S.S
|
|
2004
|
|
S1 |
p. 744-749
6 p.
|
artikel
|
| 15 |
An application of the rock engineering systems (RES) methodology in rockfall hazard assessment on the Chengdu-Lhasa Highway, China
|
Zhang, L.Q
|
|
2004
|
|
S1 |
p. 833-838
6 p.
|
artikel
|
| 16 |
An approach to determine the weathering characteristics of discontinuities
|
Nefeslioglu, H.A
|
|
2004
|
|
S1 |
p. 176-181
6 p.
|
artikel
|
| 17 |
A new constitutive creep-damage model for salt rock and its characteristics
|
Wang, Guijun
|
|
2004
|
|
S1 |
p. 61-67
7 p.
|
artikel
|
| 18 |
A new coupling concept for the hydro-mechanical interaction of clay stone and rock salt in underground waste repositories
|
Hou, Z
|
|
2004
|
|
S1 |
p. 708-713
6 p.
|
artikel
|
| 19 |
A new meso-mechanical approach for modeling the rock fracturing process
|
Zhou, Hui
|
|
2004
|
|
S1 |
p. 329-335
7 p.
|
artikel
|
| 20 |
A New Method For Stochastic Calculation Of The Mechanical Response Of Jointed Rock Masses
|
Liu, B.G
|
|
2004
|
|
S1 |
p. 426-432
7 p.
|
artikel
|
| 21 |
A New Numerical Method For Dem –Block And Particle Model
|
Li, Shihai
|
|
2004
|
|
S1 |
p. 414-418
5 p.
|
artikel
|
| 22 |
An improved shear-flow test apparatus and its application to deep underground construction
|
Jiang, Y
|
|
2004
|
|
S1 |
p. 170-175
6 p.
|
artikel
|
| 23 |
A Numerical Approach For Coupled Gas Leak Flow And Coal/Rock Deformation In Parallel Coal Seams
|
Sun, P.D
|
|
2004
|
|
S1 |
p. 441-446
6 p.
|
artikel
|
| 24 |
A numerical study of the effect of loading conditions on the dynamic failure of rock
|
Zhu, W.C
|
|
2004
|
|
S1 |
p. 348-353
6 p.
|
artikel
|
| 25 |
Application of a discontinuity orientation measurement drilling system to the characterization of an in situ rock mass and the prediction of cut-slope stability
|
Cho, T.F
|
|
2004
|
|
S1 |
p. 738-743
6 p.
|
artikel
|
| 26 |
Application of rock mass classification systems for tunneling in Himalaya, India
|
Kumar, N
|
|
2004
|
|
S1 |
p. 852-857
6 p.
|
artikel
|
| 27 |
A study of rock bolting design in soft rock
|
Cai, Y
|
|
2004
|
|
S1 |
p. 545-550
6 p.
|
artikel
|
| 28 |
A synthetic geological information system and its application to xiangjiaba hydropower station
|
Wei, Pan
|
|
2004
|
|
S1 |
p. 273-279
7 p.
|
artikel
|
| 29 |
Behavior of Discontinuties during Excavation of Two Large Underground Caverns
|
Yoshida, T
|
|
2004
|
|
S1 |
p. 864-869
6 p.
|
artikel
|
| 30 |
Cellular Automata Simulation Of The Interaction Mechanism Of Two Cracks In Rock Under Uniaxial Compression
|
Li, Ming-Tian
|
|
2004
|
|
S1 |
p. 484-489
6 p.
|
artikel
|
| 31 |
Chamber wall damage induced by a contained explosion
|
Ma, G.W
|
|
2004
|
|
S1 |
p. 539-544
6 p.
|
artikel
|
| 32 |
Characterisation of fractured rocks under uniaxial loading states
|
Ranjith, P.G
|
|
2004
|
|
S1 |
p. 43-48
6 p.
|
artikel
|
| 33 |
Characterisation of Italian clay shales for tunnel design
|
Barla, G
|
|
2004
|
|
S1 |
p. 221-227
7 p.
|
artikel
|
| 34 |
Characterization of phyllites for tunnelling
|
Button, E.A
|
|
2004
|
|
S1 |
p. 215-220
6 p.
|
artikel
|
| 35 |
Characterization of rock joint surface degradation under shear loads
|
Unal, M
|
|
2004
|
|
S1 |
p. 145-150
6 p.
|
artikel
|
| 36 |
Comparative analysis of limit displacements for tunnels at the unlined and primary support stages
|
Zhang, S.M
|
|
2004
|
|
S1 |
p. 774-779
6 p.
|
artikel
|
| 37 |
Comparison Of Failure Criteria For Jointed Rock Masses
|
Madhavi Latha, G
|
|
2004
|
|
S1 |
p. 509-514
6 p.
|
artikel
|
| 38 |
Composite element method for jointed rock masses reinforced by hollow friction bolts
|
He, Z.G
|
|
2004
|
|
S1 |
p. 551-556
6 p.
|
artikel
|
| 39 |
Constitutive equations for 3-D anisotropy in jointed rocks and its effect on tunnel closure
|
Singh, M
|
|
2004
|
|
S1 |
p. 652-657
6 p.
|
artikel
|
| 40 |
Construction and in-situ monitoring of large-span rock caverns under favourable stress conditions
|
Zhou, Y.X
|
|
2004
|
|
S1 |
p. 894-899
6 p.
|
artikel
|
| 41 |
Contact-free measurement of rock mass structures using the jointmetriX3D system
|
Gaich, A
|
|
2004
|
|
S1 |
p. 304-309
6 p.
|
artikel
|
| 42 |
Copper mine roof-pillar-floor behavioral assessment based on in-situ measurements and numerical modeling
|
Butra, J
|
|
2004
|
|
S1 |
p. 696-701
6 p.
|
artikel
|
| 43 |
Crack propagation from 3-D surface fractures in PMMA and marble specimens under uniaxial compression
|
Wong, R.H.C
|
|
2004
|
|
S1 |
p. 37-42
6 p.
|
artikel
|
| 44 |
Crown pillar stability assessment in an underground copper mine using acoustic emission
|
Choudhury, P.B
|
|
2004
|
|
S1 |
p. 235-240
6 p.
|
artikel
|
| 45 |
Debris formation due to weathering, avalanching and rock falling, landsliding in SE Tibet
|
Shang, Y.J
|
|
2004
|
|
S1 |
p. 839-845
7 p.
|
artikel
|
| 46 |
Deformation and stability of the right arch dam abutment of the Danjiang Hydro-Power project, China
|
She, C.X
|
|
2004
|
|
S1 |
p. 792-797
6 p.
|
artikel
|
| 47 |
Deformation and strength characteristics of weathered soft rock using triaxial tests
|
Sun, D.A
|
|
2004
|
|
S1 |
p. 87-92
6 p.
|
artikel
|
| 48 |
Design of tunnel shotcrete-bolting support based on a support vector machine
|
Liu, K.Y
|
|
2004
|
|
S1 |
p. 768-773
6 p.
|
artikel
|
| 49 |
Development Of A Back Analysis Algorithm Using Flac
|
Jeon, Y.S
|
|
2004
|
|
S1 |
p. 447-453
7 p.
|
artikel
|
| 50 |
Development of a 3D FEM simulator for coalbed two-phase flow with sorption/diffusion
|
Li, H
|
|
2004
|
|
S1 |
p. 690-695
6 p.
|
artikel
|
| 51 |
Dynamic Fracture Process Analysis Of Rock Subjected To Stress Wave And Gas Pressurization
|
Cho, S.H
|
|
2004
|
|
S1 |
p. 433-440
8 p.
|
artikel
|
| 52 |
Earthquake-induced landslide stability analysis of the las colinas landslide in el salvador
|
Luo, H.Y
|
|
2004
|
|
S1 |
p. 617-622
6 p.
|
artikel
|
| 53 |
Effect of a fault and weak plane on the stability of a tunnel in rock—a scaled model test and numerical analysis
|
Jeon, Seokwon
|
|
2004
|
|
S1 |
p. 658-663
6 p.
|
artikel
|
| 54 |
Elasto-plastic limit equilibrium analysis for a complex rock slope
|
Wanwen,
|
|
2004
|
|
S1 |
p. 575-580
6 p.
|
artikel
|
| 55 |
Elasto-plastic simulation of a direct shear test on rough rock joints
|
Son, Bong-Ki
|
|
2004
|
|
S1 |
p. 354-359
6 p.
|
artikel
|
| 56 |
Elasto-plastic solution of tunnel problems using the generalized form of the hoek-brown failure criterion
|
Carranza-Torres, C
|
|
2004
|
|
S1 |
p. 629-639
11 p.
|
artikel
|
| 57 |
Evaluation of ground thermal conductivity from drilling data
|
Tuomas, G
|
|
2004
|
|
S1 |
p. 241-247
7 p.
|
artikel
|
| 58 |
Evaluation of interfacial properties between rock mass and shotcrete
|
Bae, Gyu-Jin
|
|
2004
|
|
S1 |
p. 106-112
7 p.
|
artikel
|
| 59 |
Experiences of tunnelling in fragile himalayan rocks
|
Goel, R.K
|
|
2004
|
|
S1 |
p. 726-731
6 p.
|
artikel
|
| 60 |
Experimental studies on the strength of different rock types under dynamic compression
|
Li, H.B
|
|
2004
|
|
S1 |
p. 68-73
6 p.
|
artikel
|
| 61 |
Experimental study on the thermal characteristics of rock at low temperatures
|
Park, C
|
|
2004
|
|
S1 |
p. 81-86
6 p.
|
artikel
|
| 62 |
Experimental verification of a pts mode II test for rock
|
Yoon, Jeoungseok
|
|
2004
|
|
S1 |
p. 8-13
6 p.
|
artikel
|
| 63 |
Failure mechanisms of tunnels in weak rock with interbedded structures
|
Hsu, S.C
|
|
2004
|
|
S1 |
p. 670-675
6 p.
|
artikel
|
| 64 |
Failure of granite under constant loading
|
Lin, Q.X
|
|
2004
|
|
S1 |
p. 49-54
6 p.
|
artikel
|
| 65 |
Feedback analysis of the intake slope of Longtan Hydropower project
|
Fu, Shaojun
|
|
2004
|
|
S1 |
p. 798-803
6 p.
|
artikel
|
| 66 |
Five test methods for porosity of completely decomposed granite in Hong Kong
|
Yue, Z.Q
|
|
2004
|
|
S1 |
p. 201-208
8 p.
|
artikel
|
| 67 |
Forecast analysis of monitoring data for high slopes based on three-dimensional geological information and an intelligent algorithm
|
Li, Shaojun
|
|
2004
|
|
S1 |
p. 804-809
6 p.
|
artikel
|
| 68 |
Forecasting the strata condition of a long road tunnel by using fuzzy synthetic judgment
|
Zang, C.W
|
|
2004
|
|
S1 |
p. 267-272
6 p.
|
artikel
|
| 69 |
Fracture parameters for a cracked semi-circular specimen
|
Ayatollahi, M.R
|
|
2004
|
|
S1 |
p. 20-25
6 p.
|
artikel
|
| 70 |
FRM qualitative to quantitative: the development of remote sensing rock mechanics (RSRM)
|
Wu, L.X
|
|
2004
|
|
S1 |
p. 310-316
7 p.
|
artikel
|
| 71 |
Fundamentals of the hydro-mechanical behaviour of rock fractures: roughness characterization and experimental aspects
|
Jing, L
|
|
2004
|
|
S1 |
p. 157-162
6 p.
|
artikel
|
| 72 |
Fuzzy system method for the design of a jointed rock slope
|
Li, W.X
|
|
2004
|
|
S1 |
p. 569-574
6 p.
|
artikel
|
| 73 |
Geomechanical investigations into the hydraulic integrity of geological barriers
|
Düsterloh, U
|
|
2004
|
|
S1 |
p. 286-291
6 p.
|
artikel
|
| 74 |
Geotechnical study and optimal slope design at Lajkura open cast coal mine, India
|
Singh, V.K
|
|
2004
|
|
S1 |
p. 821-826
6 p.
|
artikel
|
| 75 |
GIS based rockfall hazard map for Hong Kong
|
Chau, K.T
|
|
2004
|
|
S1 |
p. 846-851
6 p.
|
artikel
|
| 76 |
Hydraulic fracturing and rock characterization
|
Haimson, B.C
|
|
2004
|
|
S1 |
p. 188-194
7 p.
|
artikel
|
| 77 |
Hydro-mechanical modelling of tunnel excavation in fractured rock masses by a 3-d discrete fracture network approach
|
Lee, S.D
|
|
2004
|
|
S1 |
p. 640-645
6 p.
|
artikel
|
| 78 |
Identification Of A Constitutive Model For Geo-Materials Using A New Intelligent Bionics Algorithm
|
Gao, W
|
|
2004
|
|
S1 |
p. 454-459
6 p.
|
artikel
|
| 79 |
Identification Of Dynamic Rock Properties Using A Genetic Algorithm
|
Wang, C
|
|
2004
|
|
S1 |
p. 490-495
6 p.
|
artikel
|
| 80 |
Implementation Of The Domain Decomposition Method-Based Parallel Finite Element Method In Geotechnical Engineering
|
Zhang, Y.L
|
|
2004
|
|
S1 |
p. 408-413
6 p.
|
artikel
|
| 81 |
Influence of geological conditions on the powder factor for tunnel blasting
|
Jong, Yong-Hun
|
|
2004
|
|
S1 |
p. 533-538
6 p.
|
artikel
|
| 82 |
Influence Of Stress On Permeability Around A Borehole In Fractured Porous Media
|
Zhang, Jincai
|
|
2004
|
|
S1 |
p. 496-501
6 p.
|
artikel
|
| 83 |
Insights into the deformation mechanisms of a jointed rock slope subjected to dynamic loading
|
Bhasin, R
|
|
2004
|
|
S1 |
p. 587-592
6 p.
|
artikel
|
| 84 |
In-situ mapping and documentation of rock faces using a full-coverage 3d laser scanning technique
|
Feng, Q.H
|
|
2004
|
|
S1 |
p. 139-144
6 p.
|
artikel
|
| 85 |
In situ stress measurement and its application for hydro-electric projects—an Indian experience in the Himalayas
|
Kumar, N
|
|
2004
|
|
S1 |
p. 195-200
6 p.
|
artikel
|
| 86 |
In-situ tests and a stochastic structural model of rock and soil aggregate in the three gorges reservoir area, china
|
Li, X
|
|
2004
|
|
S1 |
p. 702-707
6 p.
|
artikel
|
| 87 |
Integrated intelligent methodology for Large-scale landslide prevention design
|
Feng, Xia-Ting
|
|
2004
|
|
S1 |
p. 750-755
6 p.
|
artikel
|
| 88 |
Interpretation of displacement monitoring data for tunnels in heterogeneous rock masses
|
Schubert, W
|
|
2004
|
|
S1 |
p. 882-887
6 p.
|
artikel
|
| 89 |
Interpretation of the monitored rock bolt stress and rock mass displacement at the three Gorges Project in China
|
Zhu, H.C
|
|
2004
|
|
S1 |
p. 810-815
6 p.
|
artikel
|
| 90 |
Investigation of the effects of textural properties on marble cutting with diamond wire
|
Ozcelik, Y
|
|
2004
|
|
S1 |
p. 228-234
7 p.
|
artikel
|
| 91 |
Laboratory investigation of shaft resistance for piles socketed in basalt
|
Gu, X.F
|
|
2004
|
|
S1 |
p. 557-562
6 p.
|
artikel
|
| 92 |
Mixed-mode crack propagation in rock using numerical analysis
|
Park, In-Bog
|
|
2004
|
|
S1 |
p. 31-36
6 p.
|
artikel
|
| 93 |
Modeling of jointed rock masses using a combined equivalentcontinuum and discrete approach
|
Ku, Cheng-Yu
|
|
2004
|
|
S1 |
p. 402-407
6 p.
|
artikel
|
| 94 |
Modeling Of The Indirect Tensile Test For Inhomogeneous Granite Using A Digital Image-Based Numerical Method
|
Chen, S
|
|
2004
|
|
S1 |
p. 466-471
6 p.
|
artikel
|
| 95 |
Monitoring deformation and damage on rock structures with distributed fiber optical sensing
|
Chai, J
|
|
2004
|
|
S1 |
p. 298-303
6 p.
|
artikel
|
| 96 |
Monitoring the stability of hydro-caverns with rock mechanics instrumentation — a case study
|
Kumar, P
|
|
2004
|
|
S1 |
p. 900-905
6 p.
|
artikel
|
| 97 |
New data on mode II fracture toughness of rock from the punchthrough shear test
|
Backers, T
|
|
2004
|
|
S1 |
p. 2-7
6 p.
|
artikel
|
| 98 |
New developments for the design and construction of tunnels in complex rock masses
|
Goricki, A
|
|
2004
|
|
S1 |
p. 720-725
6 p.
|
artikel
|
| 99 |
Non-linear regimes of fluid flow in rock fractures
|
Zimmerman, Robert W
|
|
2004
|
|
S1 |
p. 163-169
7 p.
|
artikel
|
| 100 |
Numerical investigation of the mechanical behavior of rock under confining pressure and pore pressure
|
Tang, C.A
|
|
2004
|
|
S1 |
p. 336-341
6 p.
|
artikel
|
| 101 |
Numerical modeling of the strain rate effect on the stress-strain relation for soft rock using a 3-D elastic visco-plastic model
|
Liao, H.J
|
|
2004
|
|
S1 |
p. 342-347
6 p.
|
artikel
|
| 102 |
Numerical modelling of progressive damage and associated fluid flow using a hydro-mechanical local degradation approach
|
Yuan, S.C
|
|
2004
|
|
S1 |
p. 317-322
6 p.
|
artikel
|
| 103 |
Numerical simulation of 3-d failure process in heterogeneous rocks
|
Liang, Z.Z
|
|
2004
|
|
S1 |
p. 323-328
6 p.
|
artikel
|
| 104 |
Numerical simulation of shear fracture (mode II) in heterogeneous brittle rock
|
Liu, H.Y
|
|
2004
|
|
S1 |
p. 14-19
6 p.
|
artikel
|
| 105 |
Numerical Simulation Of The Brazilian Test And The Tensile Strength Of Anisotropic Rocks And Rocks With Pre-Existing Cracks
|
Cai, M
|
|
2004
|
|
S1 |
p. 478-483
6 p.
|
artikel
|
| 106 |
Physical modeling of a rock mass under a true triaxial stress state
|
Tiwari, R.P
|
|
2004
|
|
S1 |
p. 396-401
6 p.
|
artikel
|
| 107 |
Poroelastic modelling of rock joints as rough surfaces in unilateral contact
|
He, Q.-C
|
|
2004
|
|
S1 |
p. 372-377
6 p.
|
artikel
|
| 108 |
Predicting intact rock properties of selected sandstones using petrographic thin-section data
|
Zorlu, K
|
|
2004
|
|
S1 |
p. 93-98
6 p.
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artikel
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| 109 |
Prediction of the temperature distribution around a food storage cavern: the analysis of three-dimensional heat transfer in a fractured rock mass
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Lee, GyuSang
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2004
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S1 |
p. 684-689
6 p.
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artikel
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| 110 |
Preface Introduction to the Sinorock 2004 special issue
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2004
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S1 |
p. 1-
1 p.
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artikel
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| 111 |
Progressive failure of jointed rocks
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Tham, L.G
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2004
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S1 |
p. 182-187
6 p.
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artikel
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| 112 |
Realistic simulation of rock slope failure mechanisms: the need to incorporate principles of fracture mechanics
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Stead, D
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2004
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S1 |
p. 563-568
6 p.
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artikel
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| 113 |
Reinforcement design and control of rock slopes above tunnel portals in northern Italy
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Greco, O.Del
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2004
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S1 |
p. 786-791
6 p.
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artikel
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| 114 |
Removability anaysis of rock blocks by block theory and a probabilistic approach
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Ahn, Sang-Hyun
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2004
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S1 |
p. 378-383
6 p.
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artikel
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| 115 |
Rock fracture around a highly stressed tunnel and the impact of a thin tunnel liner for ground control
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Wang, C
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2004
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S1 |
p. 676-683
8 p.
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artikel
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| 116 |
Rock fragmentation mechanisms induced by a drill bit
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Kou, S.Q
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2004
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S1 |
p. 527-532
6 p.
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artikel
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| 117 |
Rock mass characterization for an underground excavation support system: the Sabzkuh water conveyance tunnel, Iran
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Hashemi, M
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2004
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S1 |
p. 858-863
6 p.
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artikel
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| 118 |
Shear induced anisotropy and heterogeneity of fluid flow in a single rock fracture by translational and rotary shear displacements – a numerical study
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Koyama, T
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2004
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S1 |
p. 360-365
6 p.
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artikel
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| 119 |
Simulation of the compression and flow process in a rock joint by using GIS
|
Du, S.J
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2004
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S1 |
p. 366-371
6 p.
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artikel
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| 120 |
Some implications of empiricism and assumptions in laboratory testing
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Abdullah, H
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2004
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S1 |
p. 113-119
7 p.
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artikel
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| 121 |
Stability analysis of a large-span and deep tunnel
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Wang, S.H
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2004
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S1 |
p. 870-875
6 p.
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artikel
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| 122 |
Stability analysis of a tunnel excavated in a weak rock mass and the optimal supporting system design
|
Choi, Sung O
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2004
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S1 |
p. 876-881
6 p.
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artikel
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| 123 |
Stability analysis of jointed rock slopes with the barton-bandis constitutive model in udec
|
Choi, Sung O
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2004
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S1 |
p. 581-586
6 p.
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artikel
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| 124 |
Stability analysis of mine pit slopes in interior Alaska
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Huang, S.L
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|
2004
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|
S1 |
p. 816-820
5 p.
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artikel
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| 125 |
Stability analysis of the permanent shiplock slopes of the three gorges project
|
Chen, J
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2004
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S1 |
p. 593-598
6 p.
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artikel
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| 126 |
Strain rate-dependence of mechanical properties of welded topopah spring tuff
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Ma, L
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2004
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|
S1 |
p. 209-214
6 p.
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artikel
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| 127 |
Stress dependent mechanical properties and bounds of poisson's ratio for fractured rock masses investigated by a DFN-DEM technique
|
Min, K.-B
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2004
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|
S1 |
p. 390-395
6 p.
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artikel
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| 128 |
Studying Unloading Failure Characteristics Of A Rock Mass Using The Disturbed State Concept
|
Wu, G
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2004
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|
S1 |
p. 419-425
7 p.
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artikel
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| 129 |
Study of the characteristics of fractures in the reactor foundations of the third phase qinshan nuclear power plant, china
|
Zhou, N.Q
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2004
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S1 |
p. 248-254
7 p.
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artikel
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| 130 |
Study of the compression and tension factors of safety with a 3d fem model for an arch dam and rock foundation: a case study of the karuniii arch dam in iran
|
Shahkarami, A
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2004
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|
S1 |
p. 623-628
6 p.
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artikel
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| 131 |
Study of the creep characterictics and long-term stability of rock masses in the high slopes of the TGP ship lock, china
|
Xu, P
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|
2004
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|
S1 |
p. 261-266
6 p.
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artikel
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| 132 |
Study of the unloading characteristics of a rock mass using the triaxial test and damage mechanics
|
Xie, H.Q
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|
2004
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S1 |
p. 74-80
7 p.
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artikel
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| 133 |
Suggestion of reformed rmr by multivariate analysis
|
Kim, B.H
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2004
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S1 |
p. 732-737
6 p.
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artikel
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| 134 |
Systems Theory For Risk Evaluation Of Landslide Hazard
|
Xie, Q.M
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|
2004
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|
S1 |
p. 460-465
6 p.
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artikel
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| 135 |
The Application Of 3-D Discontinuity Network Modeling In Geotechnical Engineering
|
Jia, Hongbiao
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2004
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|
S1 |
p. 515-520
6 p.
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artikel
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| 136 |
The application of 3-dimensional dda with a spherical rigid block for rockfall simulation
|
Yang, M
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2004
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S1 |
p. 611-616
6 p.
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artikel
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| 137 |
The application of short rockbolts in ultradeep tabular stoping
|
Roberts, M.K.C
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|
2004
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|
S1 |
p. 906-910
5 p.
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artikel
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| 138 |
The deformation mechanism of a layered creeping coal mine slope and the associated stability assessments
|
Yang, T.H
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|
2004
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|
S1 |
p. 827-832
6 p.
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artikel
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| 139 |
The effect of groundwater recharge on broken rocks
|
Li, Z
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2004
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|
S1 |
p. 280-285
6 p.
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artikel
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| 140 |
The flattened Brazilian disc specimen used for determining elastic modulus, tensile strength and fracture toughness of brittle rocks: experimental results
|
Wang, Q.Z
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2004
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S1 |
p. 26-30
5 p.
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artikel
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| 141 |
The fracture mechanism of stratiform rocks under uniaxial compression
|
Qiao, C.S
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2004
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|
S1 |
p. 99-105
7 p.
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artikel
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| 142 |
The GEO-DSCM system and its application to the deformation measurement of rock materials
|
Ma, Shao-Peng
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2004
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|
S1 |
p. 292-297
6 p.
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artikel
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| 143 |
Theoretical and experimental studies on the fluid-solid coupling processes for oil recovery from low permeability fractured reservoirs
|
Liu, Jian-Jun
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|
2004
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|
S1 |
p. 714-719
6 p.
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artikel
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| 144 |
Three-dimensional analysis of a powerhouse cavern in an anisotropic rock mass
|
Samadhiya, N.K
|
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2004
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|
S1 |
p. 664-669
6 p.
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artikel
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| 145 |
Three dimensional consideration of flat jack tests
|
Li, L
|
|
2004
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|
S1 |
p. 255-260
6 p.
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artikel
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| 146 |
Time-Dependent Horizontal Cracking In Shales Subject To Steam Injection
|
Chau, K.T
|
|
2004
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|
S1 |
p. 502-508
7 p.
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artikel
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| 147 |
Time effects in rock–support interaction: a case study in the construction of two road tunnels
|
Xu, L
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|
2004
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|
S1 |
p. 888-893
6 p.
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artikel
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| 148 |
Udec simulation for dynamic response of a rock slope subject to explosions
|
Liu, Y.Q
|
|
2004
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|
S1 |
p. 599-604
6 p.
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artikel
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| 149 |
Using logistic regression to investigate and improve an empirical design method
|
Mawdesley, C.A
|
|
2004
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|
S1 |
p. 756-761
6 p.
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artikel
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