| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A mesh adaptive method for dynamic well stimulation
|
Abedi, Reza
|
|
2018
|
102 |
C |
p. 12-27
|
artikel
|
| 2 |
Analysis of edge-to-center settlement ratio for circular storage tank foundation on elastic soil
|
Gunerathne, Suranga
|
|
2018
|
102 |
C |
p. 136-147
|
artikel
|
| 3 |
Analysis of slope-stabilising piles with the shear strength reduction technique
|
Pirone, Marianna
|
|
2018
|
102 |
C |
p. 238-251
|
artikel
|
| 4 |
Analytical solutions of pore-water pressure distributions in a vegetated multi-layered slope considering the effects of roots on water permeability
|
Liu, H.W.
|
|
2018
|
102 |
C |
p. 252-261
|
artikel
|
| 5 |
An experimental study and numerical modeling of laterally loaded regular and finned pile foundations in sandy soils
|
Albusoda, Bushra S.
|
|
2018
|
102 |
C |
p. 102-110
|
artikel
|
| 6 |
A novel approach for application of smoothed point interpolation methods to axisymmetric problems in poroelasticity
|
Tootoonchi, A.
|
|
2018
|
102 |
C |
p. 39-52
|
artikel
|
| 7 |
A practical approach for reliability analysis of unsaturated slope by conditional random finite element method
|
Johari, A.
|
|
2018
|
102 |
C |
p. 79-91
|
artikel
|
| 8 |
Cavity expansion in unsaturated soils of finite radial extent
|
Cheng, Yan
|
|
2018
|
102 |
C |
p. 216-228
|
artikel
|
| 9 |
DEM study on the macro- and micro-responses of granular materials subjected to creep and stress relaxation
|
Xu, Ming
|
|
2018
|
102 |
C |
p. 111-124
|
artikel
|
| 10 |
Editorial Board
|
|
|
2018
|
102 |
C |
p. ii
|
artikel
|
| 11 |
Efficient method for probabilistic estimation of spatially varied hydraulic properties in a soil slope based on field responses: A Bayesian approach
|
Yang, Hao-Qing
|
|
2018
|
102 |
C |
p. 262-272
|
artikel
|
| 12 |
Internal stress distribution and cracking around flaws and openings of rock block under uniaxial compression: A particle mechanics approach
|
Fan, Xiang
|
|
2018
|
102 |
C |
p. 28-38
|
artikel
|
| 13 |
Kinematic response of rectangular piles under S waves
|
Zhang, Chao
|
|
2018
|
102 |
C |
p. 229-237
|
artikel
|
| 14 |
Lateral response of single piles in cement-improved soil: numerical and theoretical investigation
|
Wang, Anhui
|
|
2018
|
102 |
C |
p. 164-178
|
artikel
|
| 15 |
Load-settlement behaviour of bored piles with loose sediments at the pile tip: Experimental, numerical and analytical study
|
Xu, Meijuan
|
|
2018
|
102 |
C |
p. 92-101
|
artikel
|
| 16 |
m-PISE: A novel numerical procedure for pile installation and soil extraction. Application to the case of Leaning Tower of Pisa
|
Squeglia, Nunziante
|
|
2018
|
102 |
C |
p. 206-215
|
artikel
|
| 17 |
Nonlinear flow behavior through rough-walled rock fractures: The effect of contact area
|
Xiong, Feng
|
|
2018
|
102 |
C |
p. 179-195
|
artikel
|
| 18 |
Numerical study on deformation of diaphragm cut off walls under seepage forces in permeable soils
|
Sivakumar, S.
|
|
2018
|
102 |
C |
p. 155-163
|
artikel
|
| 19 |
Physical and numerical evaluation of rock strength in Split Hopkinson Pressure Bar testing
|
Fakhimi, A.
|
|
2018
|
102 |
C |
p. 1-11
|
artikel
|
| 20 |
Probabilistic HM failure envelopes of strip foundations on spatially variable soil
|
Hentati, Amal
|
|
2018
|
102 |
C |
p. 66-78
|
artikel
|
| 21 |
Seismic stability of geosynthetic-reinforced walls with variable excitation and soil properties: A discretization-based kinematic analysis
|
Qin, Changbing
|
|
2018
|
102 |
C |
p. 196-205
|
artikel
|
| 22 |
Three-dimensional modeling of geocell-reinforced straight and curved ballast embankments
|
Liu, Yang
|
|
2018
|
102 |
C |
p. 53-65
|
artikel
|
| 23 |
Unified modeling of soil behaviors before/after flow liquefaction
|
Ye, Bin
|
|
2018
|
102 |
C |
p. 125-135
|
artikel
|
| 24 |
Upper-bound finite-element analysis of axisymmetric problems using a mesh adaptive strategy
|
Zhang, Jian
|
|
2018
|
102 |
C |
p. 148-154
|
artikel
|
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