| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A calibration methodology to obtain material parameters for the representation of fracture mechanics based on discrete element simulations
|
Behraftar, S.
|
|
2017
|
81 |
C |
p. 274-283
10 p.
|
artikel
|
| 2 |
ACMEG-TVP: A thermoviscoplastic constitutive model for geomaterials
|
Qiao, Yafei
|
|
2017
|
81 |
C |
p. 98-111
14 p.
|
artikel
|
| 3 |
A 2D, fully-coupled, hydro-mechanical, FDEM formulation for modelling fracturing processes in discontinuous, porous rock masses
|
Lisjak, A.
|
|
2017
|
81 |
C |
p. 1-18
18 p.
|
artikel
|
| 4 |
A new approach for modeling landslide movement over 3D topography using 3D discontinuous deformation analysis
|
Wang, Wei
|
|
2017
|
81 |
C |
p. 87-97
11 p.
|
artikel
|
| 5 |
A simple procedure to improve the explicit integration of Cam-Clay models
|
De la Morena, Gema
|
|
2017
|
81 |
C |
p. 207-211
5 p.
|
artikel
|
| 6 |
A statistical study of precursor activity in earthquake-induced landslides
|
Efremidis, George
|
|
2017
|
81 |
C |
p. 137-142
6 p.
|
artikel
|
| 7 |
Basal-heave analysis of pit-in-pit braced excavations in soft clays
|
Sun, Yuyong
|
|
2017
|
81 |
C |
p. 294-306
13 p.
|
artikel
|
| 8 |
Calibration of resistance factor for design of pile foundations considering feasibility robustness
|
Li, Dian-Qing
|
|
2017
|
81 |
C |
p. 229-238
10 p.
|
artikel
|
| 9 |
DEM modeling of pullout behavior of geogrid reinforced ballast: The effect of particle shape
|
Miao, Chen-xi
|
|
2017
|
81 |
C |
p. 249-261
13 p.
|
artikel
|
| 10 |
Editorial Board
|
|
|
2017
|
81 |
C |
p. IFC-
1 p.
|
artikel
|
| 11 |
Effect of spatial variability of shear strength on reliability of infinite slopes using analytical approach
|
Cai, Jing-Sen
|
|
2017
|
81 |
C |
p. 77-86
10 p.
|
artikel
|
| 12 |
Elastically-homogeneous lattice models of damage in geomaterials
|
Asahina, Daisuke
|
|
2017
|
81 |
C |
p. 195-206
12 p.
|
artikel
|
| 13 |
FDEM-flow3D: A 3D hydro-mechanical coupled model considering the pore seepage of rock matrix for simulating three-dimensional hydraulic fracturing
|
Yan, Chengzeng
|
|
2017
|
81 |
C |
p. 212-228
17 p.
|
artikel
|
| 14 |
Hybrid finite-discrete element modelling of dynamic fracture and resultant fragment casting and muck-piling by rock blast
|
An, H.M.
|
|
2017
|
81 |
C |
p. 322-345
24 p.
|
artikel
|
| 15 |
Hybrid particle swarm optimization for first-order reliability method
|
Wang, Gang
|
|
2017
|
81 |
C |
p. 49-58
10 p.
|
artikel
|
| 16 |
Impact of water and nitrogen fracturing fluids on fracturing initiation pressure and flow pattern in anisotropic shale reservoirs
|
Zhang, Xiangxiang
|
|
2017
|
81 |
C |
p. 59-76
18 p.
|
artikel
|
| 17 |
Interaction of fluid–solid–geomembrane by the material point method
|
Hamad, Fursan
|
|
2017
|
81 |
C |
p. 112-124
13 p.
|
artikel
|
| 18 |
Inverse modelling of groundwater flow around a large-scale underground cavern system considering the excavation-induced hydraulic conductivity variation
|
Hong, Jia-Min
|
|
2017
|
81 |
C |
p. 346-359
14 p.
|
artikel
|
| 19 |
Mechanism and numerical simulation of reservoir slope deformation during impounding of high arch dams based on nonlinear FEM
|
Cheng, L.
|
|
2017
|
81 |
C |
p. 143-154
12 p.
|
artikel
|
| 20 |
Modeling pressure pipe embedded in two-layer soil by a half-plane BEM
|
Panji, Mehdi
|
|
2017
|
81 |
C |
p. 360-367
8 p.
|
artikel
|
| 21 |
Multiphase SPH modeling of free surface flow in porous media with variable porosity
|
Peng, Chong
|
|
2017
|
81 |
C |
p. 239-248
10 p.
|
artikel
|
| 22 |
Numerical investigation into the failure of a micropile retaining wall
|
Prat, Pere C.
|
|
2017
|
81 |
C |
p. 262-273
12 p.
|
artikel
|
| 23 |
Numerical prediction of undrained response of plate anchors under combined translation and torsion
|
Nouri, Hamidreza
|
|
2017
|
81 |
C |
p. 39-48
10 p.
|
artikel
|
| 24 |
Parametric studies of disturbed rock slope stability based on finite element limit analysis methods
|
Qian, Z.G.
|
|
2017
|
81 |
C |
p. 155-166
12 p.
|
artikel
|
| 25 |
Penalty function-based method for obtaining a reliability indicator of gravity dam stability
|
Li, Yanlong
|
|
2017
|
81 |
C |
p. 19-25
7 p.
|
artikel
|
| 26 |
Pile driving formulas based on pile wave equation analyses
|
Salgado, Rodrigo
|
|
2017
|
81 |
C |
p. 307-321
15 p.
|
artikel
|
| 27 |
Simplified analytical method for evaluating the effects of adjacent excavation on shield tunnel considering the shearing effect
|
Liang, Rongzhu
|
|
2017
|
81 |
C |
p. 167-187
21 p.
|
artikel
|
| 28 |
Slope stability analysis by polar slice method in rotational failure mechanism
|
Chen, Chunshu
|
|
2017
|
81 |
C |
p. 188-194
7 p.
|
artikel
|
| 29 |
Stability of unsupported conical excavations in non-homogeneous clays
|
Keawsawasvong, Suraparb
|
|
2017
|
81 |
C |
p. 125-136
12 p.
|
artikel
|
| 30 |
System probabilistic model of rock slope stability considering correlated failure modes
|
Johari, A.
|
|
2017
|
81 |
C |
p. 26-38
13 p.
|
artikel
|
| 31 |
Undrained stability of an active planar trapdoor in non-homogeneous clays with a linear increase of strength with depth
|
Keawsawasvong, Suraparb
|
|
2017
|
81 |
C |
p. 284-293
10 p.
|
artikel
|
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