| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Accounting for joints effect on the failure mechanisms of shallow underground chalk quarries
|
Rafeh, F.
|
|
2015
|
69 |
C |
p. 247-261
15 p.
|
artikel
|
| 2 |
A design method for plastic tube cast-in-place concrete pile considering cavity contraction and its validation
|
Qi, Chang-Guang
|
|
2015
|
69 |
C |
p. 262-271
10 p.
|
artikel
|
| 3 |
A modified multi-yield-surface plasticity model: Sequential closest point projection method
|
Gu, Quan
|
|
2015
|
69 |
C |
p. 378-395
18 p.
|
artikel
|
| 4 |
Analysis of CPT end resistance at variable penetration rates using the spherical cavity expansion method in normally consolidated soils
|
Suzuki, Y.
|
|
2015
|
69 |
C |
p. 141-152
12 p.
|
artikel
|
| 5 |
Analytical solutions for contaminant transport in a semi-infinite porous medium using the source function method
|
Bai, Bing
|
|
2015
|
69 |
C |
p. 114-123
10 p.
|
artikel
|
| 6 |
An analytical model for diffusion of chemicals under thermal effects in semi-infinite porous media
|
Xie, Haijian
|
|
2015
|
69 |
C |
p. 329-337
9 p.
|
artikel
|
| 7 |
A neural network assessment tool for estimating the potential for backward erosion in internal erosion studies
|
Kaunda, Rennie B.
|
|
2015
|
69 |
C |
p. 1-6
6 p.
|
artikel
|
| 8 |
A new method to identify void constrictions in micro-CT images of sand
|
Taylor, H.F.
|
|
2015
|
69 |
C |
p. 279-290
12 p.
|
artikel
|
| 9 |
A novel approach for time-dependent axial soil resistance in the analysis of subsea pipelines
|
Carneiro, D.
|
|
2015
|
69 |
C |
p. 641-651
11 p.
|
artikel
|
| 10 |
A numerical model for nonlinear large deformation dynamic analysis of unsaturated porous media including hydraulic hysteresis
|
Shahbodagh-Khan, B.
|
|
2015
|
69 |
C |
p. 411-423
13 p.
|
artikel
|
| 11 |
Application of spectral Galerkin method for multilayer consolidation of soft soils stabilised by vertical drains or stone columns
|
Walker, Rohan T.R.
|
|
2015
|
69 |
C |
p. 529-539
11 p.
|
artikel
|
| 12 |
A simplified method for impedance and foundation input motion of a foundation supported by pile groups and its application
|
Wen, Xuezhang
|
|
2015
|
69 |
C |
p. 301-319
19 p.
|
artikel
|
| 13 |
A size-dependent bond failure criterion for cemented granules based on experimental studies
|
Jiang, Mingjing
|
|
2015
|
69 |
C |
p. 182-198
17 p.
|
artikel
|
| 14 |
Assessment of the application of point estimate methods in the probabilistic stability analysis of slopes
|
Ahmadabadi, Morteza
|
|
2015
|
69 |
C |
p. 540-550
11 p.
|
artikel
|
| 15 |
A thermo-hydro-mechanical model of unsaturated soils based on bounding surface plasticity
|
Bellia, Zoheir
|
|
2015
|
69 |
C |
p. 58-69
12 p.
|
artikel
|
| 16 |
A three-phase XFEM model for hydraulic fracturing with cohesive crack propagation
|
Salimzadeh, Saeed
|
|
2015
|
69 |
C |
p. 82-92
11 p.
|
artikel
|
| 17 |
Bearing capacity of strip footings on two-layered clay under combined loading
|
Rao, Pingping
|
|
2015
|
69 |
C |
p. 210-218
9 p.
|
artikel
|
| 18 |
Behaviour of flexible piles subjected to inclined loads
|
Conte, E.
|
|
2015
|
69 |
C |
p. 199-209
11 p.
|
artikel
|
| 19 |
Calculation of the repulsive force between two clay particles
|
Shang, Xiangyu
|
|
2015
|
69 |
C |
p. 272-278
7 p.
|
artikel
|
| 20 |
Comparative study of the compression and uplift of shallow foundations
|
Li, Xiaojun
|
|
2015
|
69 |
C |
p. 38-45
8 p.
|
artikel
|
| 21 |
Comparison of model predictions of the anisotropic plasticity of Lower Cromer Till
|
Yang, Chao
|
|
2015
|
69 |
C |
p. 365-377
13 p.
|
artikel
|
| 22 |
Corrigendum to “Settlement and load transfer mechanism of pile group due to side-by-side twin tunneling” [Comput. Geotechnics 64 (2015) 105–119]
|
Hong, Y.
|
|
2015
|
69 |
C |
p. 652-
1 p.
|
artikel
|
| 23 |
Coupled modeling of Excavation Damaged Zone in Boom clay: Strain localization in rock and distribution of contact pressure on the gallery’s lining
|
Salehnia, F.
|
|
2015
|
69 |
C |
p. 396-410
15 p.
|
artikel
|
| 24 |
Design optimisation of retaining walls in narrow trenches using both analytical and numerical methods
|
Hosseinzadeh, Saeed
|
|
2015
|
69 |
C |
p. 338-351
14 p.
|
artikel
|
| 25 |
Determining an appropriate finite element size for modelling the strength of undrained random soils
|
Huang, J.
|
|
2015
|
69 |
C |
p. 506-513
8 p.
|
artikel
|
| 26 |
Discrete element modelling of lateral displacement of a granular assembly under cyclic loading
|
Chen, Cheng
|
|
2015
|
69 |
C |
p. 474-484
11 p.
|
artikel
|
| 27 |
Dynamic subsoil responses of a stiff concrete slab track subjected to various train speeds: A critical velocity perspective
|
Nsabimana, Ernest
|
|
2015
|
69 |
C |
p. 7-21
15 p.
|
artikel
|
| 28 |
3D zero-thickness coupled interface finite element: Formulation and application
|
Cerfontaine, B.
|
|
2015
|
69 |
C |
p. 124-140
17 p.
|
artikel
|
| 29 |
Editorial Board
|
|
|
2015
|
69 |
C |
p. IFC-
1 p.
|
artikel
|
| 30 |
Efficient reliability updating of slope stability by reweighting failure samples generated by Monte Carlo simulation
|
Li, Dian-Qing
|
|
2015
|
69 |
C |
p. 588-600
13 p.
|
artikel
|
| 31 |
Efficient response surface method for practical geotechnical reliability analysis
|
Zhang, J.
|
|
2015
|
69 |
C |
p. 496-505
10 p.
|
artikel
|
| 32 |
Evaluating the effect of slope angle on the distribution of the soil–pile pressure acting on stabilizing piles in sandy slopes
|
He, Yi
|
|
2015
|
69 |
C |
p. 153-165
13 p.
|
artikel
|
| 33 |
Identifying areas susceptible to high risk of riverbank collapse along the Lower River Murray
|
Liang, C.
|
|
2015
|
69 |
C |
p. 236-246
11 p.
|
artikel
|
| 34 |
Impact of reinforced core on performance and failure behavior of stiffened deep cement mixing piles
|
Wonglert, Anucha
|
|
2015
|
69 |
C |
p. 93-104
12 p.
|
artikel
|
| 35 |
Investigation into the effect of backpressure on the mechanical behavior of methane-hydrate-bearing sediments via DEM analyses
|
Jiang, Mingjing
|
|
2015
|
69 |
C |
p. 551-563
13 p.
|
artikel
|
| 36 |
Kinematic and inertial forces in pile foundations under seismic loading
|
Hussien, Mahmoud N.
|
|
2015
|
69 |
C |
p. 166-181
16 p.
|
artikel
|
| 37 |
Lateral soil–pipeline interaction in sand backfill: Effect of trench dimensions
|
Chaloulos, Yannis K.
|
|
2015
|
69 |
C |
p. 442-451
10 p.
|
artikel
|
| 38 |
Linear elastic and plastic-damage analyses of a concrete cut-off wall constructed in deep overburden
|
Yu, Xiang
|
|
2015
|
69 |
C |
p. 462-473
12 p.
|
artikel
|
| 39 |
Modelling creep behaviour of anisotropic soft soils
|
Sivasithamparam, Nallathamby
|
|
2015
|
69 |
C |
p. 46-57
12 p.
|
artikel
|
| 40 |
Modelling of laboratory soil desiccation cracking using DLSM with a two-phase bond model
|
Gui, Y.
|
|
2015
|
69 |
C |
p. 578-587
10 p.
|
artikel
|
| 41 |
Modelling the plastic anisotropy of Lower Cromer Till
|
Yang, Chao
|
|
2015
|
69 |
C |
p. 22-37
16 p.
|
artikel
|
| 42 |
Model validation and calibration via back analysis for mechanized tunnel simulations – The Western Scheldt tunnel case
|
Zhao, Chenyang
|
|
2015
|
69 |
C |
p. 601-614
14 p.
|
artikel
|
| 43 |
Numerical investigation of spatial aspects of soil structure interaction for secant pile wall circular shafts
|
Chehadeh, Ali
|
|
2015
|
69 |
C |
p. 452-461
10 p.
|
artikel
|
| 44 |
Numerical investigation of the effect of preexisting discontinuities on hydraulic stimulation
|
Gerolymatou, Eleni
|
|
2015
|
69 |
C |
p. 320-328
9 p.
|
artikel
|
| 45 |
Numerical investigation of the progressive fracture mechanisms of four ISRM-suggested specimens for determining the mode I fracture toughness of rocks
|
Dai, F.
|
|
2015
|
69 |
C |
p. 424-441
18 p.
|
artikel
|
| 46 |
Numerical investigation on the bearing capacity of two interfering strip footings resting on a rock mass
|
Javid, Amir Hossein
|
|
2015
|
69 |
C |
p. 514-528
15 p.
|
artikel
|
| 47 |
Ovalization of steel energy pipelines buried in saturated sands during ground deformations
|
Dadfar, Behrang
|
|
2015
|
69 |
C |
p. 105-113
9 p.
|
artikel
|
| 48 |
Parallel simulation of wormhole propagation with the Darcy–Brinkman–Forchheimer framework
|
Wu, Yuanqing
|
|
2015
|
69 |
C |
p. 564-577
14 p.
|
artikel
|
| 49 |
Poroelastic behaviour of fine compacted soils in the unsaturated to saturated transition zone
|
Lai, B.T.
|
|
2015
|
69 |
C |
p. 627-640
14 p.
|
artikel
|
| 50 |
Predicting the axial capacity of piles in sand
|
Rotta Loria, Alessandro F.
|
|
2015
|
69 |
C |
p. 485-495
11 p.
|
artikel
|
| 51 |
Prediction of unconfined compressive strength of geopolymer stabilized clayey soil using Artificial Neural Network
|
Mozumder, Ruhul Amin
|
|
2015
|
69 |
C |
p. 291-300
10 p.
|
artikel
|
| 52 |
Probabilistic assessment of rock slope stability using response surfaces determined from finite element models of geometric realizations
|
Shamekhi, E.
|
|
2015
|
69 |
C |
p. 70-81
12 p.
|
artikel
|
| 53 |
Shear wave propagation in granular assemblies
|
Ning, Z.
|
|
2015
|
69 |
C |
p. 615-626
12 p.
|
artikel
|
| 54 |
Static soil culvert interaction the effect of box culvert geometric configurations and soil properties
|
Abuhajar, Osama
|
|
2015
|
69 |
C |
p. 219-235
17 p.
|
artikel
|
| 55 |
The elastic distortion problem with large rotation in discontinuous deformation analysis
|
Wu, Jian-Hong
|
|
2015
|
69 |
C |
p. 352-364
13 p.
|
artikel
|
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