| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A bonded-particle model for cemented sand
|
Obermayr, Martin
|
|
2013
|
49 |
C |
p. 299-313
15 p.
|
artikel
|
| 2 |
A contact angle-dependent hysteresis model for soil–water retention behaviour
|
Zhou, An-Nan
|
|
2013
|
49 |
C |
p. 36-42
7 p.
|
artikel
|
| 3 |
A coupled method to study blast wave propagation in fractured rock masses and estimate unknown properties
|
Babanouri, Nima
|
|
2013
|
49 |
C |
p. 134-142
9 p.
|
artikel
|
| 4 |
A finite element formulation of gradient-based plasticity for porous media with C1 interpolation of internal variables
|
Mroginski, Javier L.
|
|
2013
|
49 |
C |
p. 7-17
11 p.
|
artikel
|
| 5 |
A large deformation analysis for the assessment of failure induced deformations of slopes in strain softening materials
|
Mohammadi, Samaneh
|
|
2013
|
49 |
C |
p. 279-288
10 p.
|
artikel
|
| 6 |
A micro–macro approach of permeability evolution in rocks excavation damaged zones
|
Levasseur, S.
|
|
2013
|
49 |
C |
p. 245-252
8 p.
|
artikel
|
| 7 |
A two-surface plasticity model for clay
|
Chakraborty, Tanusree
|
|
2013
|
49 |
C |
p. 170-190
21 p.
|
artikel
|
| 8 |
Characteristics of an analytical solution for a spiral coil type ground heat exchanger
|
Park, SKhan
|
|
2013
|
49 |
C |
p. 18-24
7 p.
|
artikel
|
| 9 |
Consolidation and deformation around stone columns: Comparison of theoretical and laboratory results
|
Castro, Jorge
|
|
2013
|
49 |
C |
p. 326-337
12 p.
|
artikel
|
| 10 |
Discrete modelling of hexagonal wire meshes with a stochastically distorted contact model
|
Thoeni, Klaus
|
|
2013
|
49 |
C |
p. 158-169
12 p.
|
artikel
|
| 11 |
Early warning thresholds for partially saturated slopes in volcanic ashes
|
Eichenberger, John
|
|
2013
|
49 |
C |
p. 79-89
11 p.
|
artikel
|
| 12 |
Editorial Board
|
|
|
2013
|
49 |
C |
p. IFC-
1 p.
|
artikel
|
| 13 |
Effect of stress disturbance induced by construction on the seismic response of shallow bored tunnels
|
Gomes, Rui Carrilho
|
|
2013
|
49 |
C |
p. 338-351
14 p.
|
artikel
|
| 14 |
Evolution of pore characteristics in the 3D numerical direct shear test
|
Kang, Dong Hun
|
|
2013
|
49 |
C |
p. 53-61
9 p.
|
artikel
|
| 15 |
Fabric and the critical state of idealized granular assemblages subject to biaxial shear
|
Yan, W.M.
|
|
2013
|
49 |
C |
p. 43-52
10 p.
|
artikel
|
| 16 |
Finite element analysis of effect of lining on damage in viscoplastic rocks
|
Roateşi, Simona
|
|
2013
|
49 |
C |
p. 1-6
6 p.
|
artikel
|
| 17 |
Identification of constitutive parameters of soil using an optimization strategy and statistical analysis
|
Knabe, T.
|
|
2013
|
49 |
C |
p. 143-157
15 p.
|
artikel
|
| 18 |
Impact of copula selection on geotechnical reliability under incomplete probability information
|
Tang, Xiao-Song
|
|
2013
|
49 |
C |
p. 264-278
15 p.
|
artikel
|
| 19 |
Interaction between tunneling and bridge foundation – A 3D numerical investigation
|
Yoo, Chungsik
|
|
2013
|
49 |
C |
p. 70-78
9 p.
|
artikel
|
| 20 |
Large deformation analysis of geomechanics problems by a combined rh-adaptive finite element method
|
Kardani, M.
|
|
2013
|
49 |
C |
p. 90-99
10 p.
|
artikel
|
| 21 |
Loading path dependence and non-linear stiffness at small strain using rate-dependent multisurface hyperplasticity model
|
Apriadi, Dedi
|
|
2013
|
49 |
C |
p. 100-110
11 p.
|
artikel
|
| 22 |
Microcrack-based coupled damage and flow modeling of fracturing evolution in permeable brittle rocks
|
Lu, Y.L.
|
|
2013
|
49 |
C |
p. 226-244
19 p.
|
artikel
|
| 23 |
Nonlinear three-dimensional analysis of reinforced concrete piles subjected to horizontal loading
|
Conte, E.
|
|
2013
|
49 |
C |
p. 123-133
11 p.
|
artikel
|
| 24 |
Non-rigid disk-based DDA with a new contact model
|
Amir Reza Beyabanaki, S.
|
|
2013
|
49 |
C |
p. 25-35
11 p.
|
artikel
|
| 25 |
Numerical investigation of the effect of joint geometrical parameters on the mechanical properties of a non-persistent jointed rock mass under uniaxial compression
|
Bahaaddini, M.
|
|
2013
|
49 |
C |
p. 206-225
20 p.
|
artikel
|
| 26 |
Numerical simulation of the seismic response of the Zipingpu concrete face rockfill dam during the Wenchuan earthquake based on a generalized plasticity model
|
Zou, Degao
|
|
2013
|
49 |
C |
p. 111-122
12 p.
|
artikel
|
| 27 |
Probabilistic combined loading failure envelopes of a strip footing on spatially variable soil
|
Cassidy, Mark J.
|
|
2013
|
49 |
C |
p. 191-205
15 p.
|
artikel
|
| 28 |
The effect of pressure-grouted soil nails on the stability of weathered soil slopes
|
Kim, Yongmin
|
|
2013
|
49 |
C |
p. 253-263
11 p.
|
artikel
|
| 29 |
Three-dimensional granular contact dynamics with rolling resistance
|
Huang, J.
|
|
2013
|
49 |
C |
p. 289-298
10 p.
|
artikel
|
| 30 |
Undrained stability of a square tunnel where the shear strength increases linearly with depth
|
Wilson, Daniel W.
|
|
2013
|
49 |
C |
p. 314-325
12 p.
|
artikel
|
| 31 |
Yield surfaces and plastic potentials of cemented granular materials from discrete element simulations
|
Estrada, Nicolas
|
|
2013
|
49 |
C |
p. 62-69
8 p.
|
artikel
|
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