nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A dynamic large deformation finite element method based on mesh regeneration
|
Wang, D. |
|
2013 |
54 |
C |
p. 192-201 10 p. |
artikel |
2 |
An analytical model of soil–structure interaction with swelling soils during droughts
|
Jahangir, Emad |
|
2013 |
54 |
C |
p. 16-32 17 p. |
artikel |
3 |
A numerical model for outburst including the effect of adsorbed gas on coal deformation and mechanical properties
|
An, Feng-hua |
|
2013 |
54 |
C |
p. 222-231 10 p. |
artikel |
4 |
A viscoplastic constitutive model for unsaturated geomaterials
|
De Gennaro, V. |
|
2013 |
54 |
C |
p. 143-151 9 p. |
artikel |
5 |
Debris flow hazard mitigation: A simplified analytical model for the design of flexible barriers
|
Brighenti, Roberto |
|
2013 |
54 |
C |
p. 1-15 15 p. |
artikel |
6 |
3D numerical model for dynamic loading-induced multiple fracture zones around underground cavity faces
|
Tao, Ming |
|
2013 |
54 |
C |
p. 33-45 13 p. |
artikel |
7 |
Editorial Board
|
|
|
2013 |
54 |
C |
p. IFC- 1 p. |
artikel |
8 |
Finite-difference model for one-dimensional electro-osmotic consolidation
|
Zhou, Yadong |
|
2013 |
54 |
C |
p. 152-165 14 p. |
artikel |
9 |
Hybrid Monte Carlo simulation and ANFIS-subtractive clustering method for reliability analysis of the excavation damaged zone in underground spaces
|
Fattahi, Hadi |
|
2013 |
54 |
C |
p. 210-221 12 p. |
artikel |
10 |
Improving dynamic soil parameters and advancing the pile signal matching technique
|
Ng, Kam Weng |
|
2013 |
54 |
C |
p. 166-174 9 p. |
artikel |
11 |
Investigation of the hydro-mechanical behaviour of compacted bentonite/sand mixture based on the BExM model
|
Wang, Qiong |
|
2013 |
54 |
C |
p. 46-52 7 p. |
artikel |
12 |
Large deformation elastic electro-osmosis consolidation of clays
|
Yuan, J. |
|
2013 |
54 |
C |
p. 60-68 9 p. |
artikel |
13 |
Laterally loaded rigid piles with rotational constraints
|
Guo, Wei Dong |
|
2013 |
54 |
C |
p. 72-83 12 p. |
artikel |
14 |
Microscopic contact model of lunar regolith for high efficiency discrete element analyses
|
Jiang, Mingjing |
|
2013 |
54 |
C |
p. 104-116 13 p. |
artikel |
15 |
Modeling tunneling-induced ground surface settlement development using a wavelet smooth relevance vector machine
|
Wang, Fan |
|
2013 |
54 |
C |
p. 125-132 8 p. |
artikel |
16 |
One-dimensional consolidation of layered soils with exponentially time-growing drainage boundaries
|
Liu, Jia-Cai |
|
2013 |
54 |
C |
p. 202-209 8 p. |
artikel |
17 |
On Richards’ equation for water transport in unsaturated soils and porous fabrics
|
Zhou, Jun |
|
2013 |
54 |
C |
p. 69-71 3 p. |
artikel |
18 |
Particle finite element analysis of large deformation and granular flow problems
|
Zhang, X. |
|
2013 |
54 |
C |
p. 133-142 10 p. |
artikel |
19 |
Progressive failure analysis of shallow foundations on soils with strain-softening behaviour
|
Conte, E. |
|
2013 |
54 |
C |
p. 117-124 8 p. |
artikel |
20 |
Prototype of a wire-rope rockfall protective fence developed with three-dimensional numerical modeling
|
Tran, Phuc Van |
|
2013 |
54 |
C |
p. 84-93 10 p. |
artikel |
21 |
Sand–pipeline–trench lateral interaction effects for shallow buried pipelines
|
Kouretzis, George P. |
|
2013 |
54 |
C |
p. 53-59 7 p. |
artikel |
22 |
Undrained limiting lateral soil pressure on a row of piles
|
Georgiadis, Konstantinos |
|
2013 |
54 |
C |
p. 175-184 10 p. |
artikel |
23 |
Unsaturated hydro-mechanical-chemo coupled constitutive model with consideration of osmotic flow
|
Chen, XiaoHui |
|
2013 |
54 |
C |
p. 94-103 10 p. |
artikel |
24 |
Upper bound finite element analysis of slope stability using a nonlinear failure criterion
|
Yang, Xin-guang |
|
2013 |
54 |
C |
p. 185-191 7 p. |
artikel |