| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A Bonded Particle Model Simulation of Shear Strength and Asperity Degradation for Rough Rock Fractures
|
Asadi, Mohammad Sadegh
|
|
2012
|
45 |
5 |
p. 649-675
|
artikel
|
| 2 |
A Discrete Element Model for Predicting Shear Strength and Degradation of Rock Joint by Using Compressive and Tensile Test Data
|
Kazerani, T.
|
|
2011
|
45 |
5 |
p. 695-709
|
artikel
|
| 3 |
A Lattice Spring Model for Coupled Fluid Flow and Deformation Problems in Geomechanics
|
Zhao, GaoFeng
|
|
2012
|
45 |
5 |
p. 781-799
|
artikel
|
| 4 |
Analysis of Fracture Mechanics Tests on Opalinus Clay
|
Valente, S.
|
|
2012
|
45 |
5 |
p. 767-779
|
artikel
|
| 5 |
A New Viscous Boundary Condition in the Two-Dimensional Discontinuous Deformation Analysis Method for Wave Propagation Problems
|
Bao, Huirong
|
|
2012
|
45 |
5 |
p. 919-928
|
artikel
|
| 6 |
A Numerical Investigation of Fracture Infilling and Spacing in Layered Rocks Subjected to Hydro-Mechanical Loading
|
Li, L. C.
|
|
2011
|
45 |
5 |
p. 753-765
|
artikel
|
| 7 |
A Study of Optimal Rock-Cutting Conditions for Hard Rock TBM Using the Discrete Element Method
|
Moon, T.
|
|
2011
|
45 |
5 |
p. 837-849
|
artikel
|
| 8 |
A Study of the Failure Mechanism of Planar Non-Persistent Open Joints Using PFC2D
|
Ghazvinian, A.
|
|
2012
|
45 |
5 |
p. 677-693
|
artikel
|
| 9 |
Cracking Processes in Rock-Like Material Containing a Single Flaw Under Uniaxial Compression: A Numerical Study Based on Parallel Bonded-Particle Model Approach
|
Zhang, Xiao-Ping
|
|
2011
|
45 |
5 |
p. 711-737
|
artikel
|
| 10 |
Discrete Element Modeling of Drop Tests
|
Wang, Yuannian
|
|
2012
|
45 |
5 |
p. 863-869
|
artikel
|
| 11 |
Editorial
|
Barla, Giovanni
|
|
2012
|
45 |
5 |
p. 647
|
artikel
|
| 12 |
Experimental and Numerical Studies on Determination of Indirect Tensile Strength of Rocks
|
Erarslan, Nazife
|
|
2011
|
45 |
5 |
p. 739-751
|
artikel
|
| 13 |
Fracture-Induced Anisotropic Attenuation
|
Carcione, José M.
|
|
2012
|
45 |
5 |
p. 929-942
|
artikel
|
| 14 |
Full-Scale Dynamic Analysis of an Innovative Rockfall Fence Under Impact Using the Discrete Element Method: from the Local Scale to the Structure Scale
|
Bertrand, D.
|
|
2012
|
45 |
5 |
p. 885-900
|
artikel
|
| 15 |
Modeling Particle Rolling Behavior by the Modified Eccentric Circle Model of DEM
|
Chang, Yi-Long
|
|
2012
|
45 |
5 |
p. 851-862
|
artikel
|
| 16 |
Numerical Simulation of 3D Hydraulic Fracturing Based on an Improved Flow-Stress-Damage Model and a Parallel FEM Technique
|
Li, L. C.
|
|
2012
|
45 |
5 |
p. 801-818
|
artikel
|
| 17 |
Rockfall Hazard Analysis From Discrete Fracture Network Modelling with Finite Persistence Discontinuities
|
Lambert, Cédric
|
|
2012
|
45 |
5 |
p. 871-884
|
artikel
|
| 18 |
Rock Mass Behavior Under Hydropower Embankment Dams: A Two-Dimensional Numerical Study
|
Bondarchuk, A.
|
|
2011
|
45 |
5 |
p. 819-835
|
artikel
|
| 19 |
Some Fundamental Issues and Verification of 3DEC in Modeling Wave Propagation in Jointed Rock Masses
|
Deng, X. F.
|
|
2012
|
45 |
5 |
p. 943-951
|
artikel
|
| 20 |
Wave Propagation in Discontinuous Media by the Scattering Matrix Method
|
Perino, A.
|
|
2012
|
45 |
5 |
p. 901-918
|
artikel
|
Tijdschrift beschrijving