| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A fully coupled three-dimensional hydro-mechanical finite discrete element approach with real porous seepage for simulating 3D hydraulic fracturing
|
Yan, Chengzeng
|
|
2018
|
96 |
C |
p. 73-89
|
artikel
|
| 2 |
Analysis of pile foundations using natural element method with disturbed state concept
|
Ghazavi Baghini, Emad
|
|
2018
|
96 |
C |
p. 178-188
|
artikel
|
| 3 |
An efficient nonlinear octree SBFEM and its application to complicated geotechnical structures
|
Chen, Kai
|
|
2018
|
96 |
C |
p. 226-245
|
artikel
|
| 4 |
A study of mode-I self-similar dynamic crack propagation using a lattice spring model
|
Zhao, Gao-Feng
|
|
2018
|
96 |
C |
p. 215-225
|
artikel
|
| 5 |
Bearing capacity analysis of a saturated non-uniform soil slope with discretization-based kinematic analysis
|
Qin, Changbing
|
|
2018
|
96 |
C |
p. 246-257
|
artikel
|
| 6 |
Deformation and stability investigations in 3-D of an excavated rock slope in a hydroelectric power station in China
|
Dong, Menglong
|
|
2018
|
96 |
C |
p. 132-149
|
artikel
|
| 7 |
Development of coupled numerical model for simulation of multiphase soil
|
Edip, K.
|
|
2018
|
96 |
C |
p. 118-131
|
artikel
|
| 8 |
Discrete modelling jointed rock slopes using mathematical programming methods
|
Meng, J.
|
|
2018
|
96 |
C |
p. 189-202
|
artikel
|
| 9 |
Editorial Board
|
|
|
2018
|
96 |
C |
p. ii
|
artikel
|
| 10 |
Finite element modelling of fracture propagation in saturated media using quasi-zero-thickness interface elements
|
de-Pouplana, Ignasi
|
|
2018
|
96 |
C |
p. 103-117
|
artikel
|
| 11 |
Joint back analysis of the creep deformation and wetting deformation parameters of soil used in the Guanyinyan composite dam
|
Jia, Yufeng
|
|
2018
|
96 |
C |
p. 167-177
|
artikel
|
| 12 |
Large deformation FE analysis of a debris flow with entrainment of the soil layer
|
Lee, Kwangwoo
|
|
2018
|
96 |
C |
p. 258-268
|
artikel
|
| 13 |
Novel discrete element modeling coupled with finite element method for investigating ballasted railway track dynamics
|
Nishiura, Daisuke
|
|
2018
|
96 |
C |
p. 40-54
|
artikel
|
| 14 |
Numerical evaluation of reinforced slopes with various backfill-reinforcement-drainage systems subject to rainfall infiltration
|
Yang, Kuo-Hsin
|
|
2018
|
96 |
C |
p. 25-39
|
artikel
|
| 15 |
Numerical study of crack propagation in an indented rock specimen
|
Liu, Jie
|
|
2018
|
96 |
C |
p. 1-11
|
artikel
|
| 16 |
Parametric investigation on the responses of laterally loaded piles in overconsolidated clay using nondimensional solutions addressing nonlinear soil-pile interaction
|
Su, D.
|
|
2018
|
96 |
C |
p. 203-214
|
artikel
|
| 17 |
Seismic analysis of rigid walls retaining a cross-anisotropic elastic soil layer over bedrock
|
Beskou, Niki D.
|
|
2018
|
96 |
C |
p. 150-159
|
artikel
|
| 18 |
Settlement and load transfer mechanism of a pile group adjacent to a deep excavation in soft clay
|
Shakeel, M.
|
|
2018
|
96 |
C |
p. 55-72
|
artikel
|
| 19 |
Simulation of rock dynamic failure using discontinuous numerical approach
|
Zhang, Xiu-Li
|
|
2018
|
96 |
C |
p. 160-166
|
artikel
|
| 20 |
Stability and airtightness of a deep anhydrite cavern group used as an underground storage space: A case study
|
Wang, Han-xun
|
|
2018
|
96 |
C |
p. 12-24
|
artikel
|
| 21 |
Stability of NATM tunnel faces in soft surrounding rocks
|
Zhang, Zhiqiang
|
|
2018
|
96 |
C |
p. 90-102
|
artikel
|
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