nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A comparative study of three onshore wind turbine foundation solutions
|
Mohamed, Wael |
|
2018 |
94 |
C |
p. 46-57 |
artikel |
2 |
A long term evaluation of circular mat foundations on clay deposits using fractional derivatives
|
Zhang, Cheng-Cheng |
|
2018 |
94 |
C |
p. 72-82 |
artikel |
3 |
An alternative coupled thermo-hydro-mechanical finite element formulation for fully saturated soils
|
Cui, Wenjie |
|
2018 |
94 |
C |
p. 22-30 |
artikel |
4 |
Analysis of flexible raft resting on soft soil improved by granular piles considering soil shear interaction
|
El-Garhy, Basuony |
|
2018 |
94 |
C |
p. 169-183 |
artikel |
5 |
A numerical investigation on the yield surface for shallow foundations embedded in sand
|
Govoni, Laura |
|
2018 |
94 |
C |
p. 83-94 |
artikel |
6 |
An updating void ratio model for large deformation simulation of geogrid-granular strip anchors plates
|
Badakhshan, E. |
|
2018 |
94 |
C |
p. 134-149 |
artikel |
7 |
A stress integration scheme for elasto-plastic response of unsaturated soils subjected to large deformations
|
Ghorbani, Javad |
|
2018 |
94 |
C |
p. 231-246 |
artikel |
8 |
Continuous field based upper bound analysis for three-dimensional tunnel face stability in undrained clay
|
Huang, Maosong |
|
2018 |
94 |
C |
p. 207-213 |
artikel |
9 |
3D finite element modeling of directional hydraulic fracturing based on deformation reinforcement theory
|
Deng, Jianqiang |
|
2018 |
94 |
C |
p. 118-133 |
artikel |
10 |
3D finite element modelling of force transmission and particle fracture of sand
|
Imseeh, Wadi H. |
|
2018 |
94 |
C |
p. 184-195 |
artikel |
11 |
Discussion on “Conditional random field reliability analysis of a cohesion-frictional Slope” by Lei-Lei Liu, Yung-Ming Cheng and Shao-He Zhang [Comput. Geotech. 82 (2017) 173–186]
|
Johari, A. |
|
2018 |
94 |
C |
p. 247-248 |
artikel |
12 |
Editorial Board
|
|
|
2018 |
94 |
C |
p. ii |
artikel |
13 |
Effect of spatial variability on short- and long-term behaviour of axially-loaded cement-admixed marine clay column
|
Pan, Yutao |
|
2018 |
94 |
C |
p. 150-168 |
artikel |
14 |
Finding a better shape: Morphological description of strain response envelopes using a Fourier series approximation method
|
Kim, Taesik |
|
2018 |
94 |
C |
p. 95-105 |
artikel |
15 |
Micro-mechanical analysis of geomembrane-sand interactions using DEM
|
Feng, Shi-Jin |
|
2018 |
94 |
C |
p. 58-71 |
artikel |
16 |
Nonlocal enrichment of a micromechanical damage model with tensile softening: Advantages and limitations
|
Jin, Wencheng |
|
2018 |
94 |
C |
p. 196-206 |
artikel |
17 |
On the computational applicability of the modified Cam-clay model on the ‘dry’ side
|
Vrakas, Apostolos |
|
2018 |
94 |
C |
p. 214-230 |
artikel |
18 |
Simulation of penetration of a foundation element in Tresca soil using the generalized interpolation material point method (GIMP)
|
Woo, Sang Inn |
|
2018 |
94 |
C |
p. 106-117 |
artikel |
19 |
Smoothed Particle Hydrodynamics for investigating hydraulic and mechanical behaviour of an embankment under action of flooding and overburden loads
|
Gholami Korzani, M. |
|
2018 |
94 |
C |
p. 31-45 |
artikel |
20 |
The bearing capacity and failure mechanism of a vertically loaded strip footing placed on the top of slopes
|
Zhou, Haizuo |
|
2018 |
94 |
C |
p. 12-21 |
artikel |
21 |
THM modeling of ground subsidence induced by excavation of subway tunnel
|
Wu, Di |
|
2018 |
94 |
C |
p. 1-11 |
artikel |