nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A coupled hydro-mechanical constitutive model for unsaturated frictional and cohesive soil
|
Gholizadeh, Esmaeel |
|
2018 |
98 |
C |
p. 69-81 |
artikel |
2 |
A fast method for fracture intersection detection in discrete fracture networks
|
Dong, Shaoqun |
|
2018 |
98 |
C |
p. 205-216 |
artikel |
3 |
Analysis of an axially loaded pile in saturated multi-layered soils with anisotropic permeability and elastic superstrata
|
Ai, Zhi Yong |
|
2018 |
98 |
C |
p. 93-101 |
artikel |
4 |
A novel constitutive model for geomaterials in hyperplasticity
|
Zhang, Zhenguo |
|
2018 |
98 |
C |
p. 102-113 |
artikel |
5 |
A numerical homogenization study of the elastic property of a soil-rock mixture using random mesostructure generation
|
Meng, Q.X. |
|
2018 |
98 |
C |
p. 48-57 |
artikel |
6 |
Classification and characteristics of soil arching structures in pile-supported embankments
|
Lai, Han-Jiang |
|
2018 |
98 |
C |
p. 153-171 |
artikel |
7 |
Discussion on “Dynamic soil-structure interaction: A three-dimensional numerical approach and its application to the Lotung case study”. Poor performance of the HSS model
|
Niemunis, A. |
|
2018 |
98 |
C |
p. 243-245 |
artikel |
8 |
3D numerical investigation of the effect of wall penetration depth on excavations behavior in sand
|
Bahrami, Mohammad |
|
2018 |
98 |
C |
p. 82-92 |
artikel |
9 |
Dynamic analysis with flat-top partition of unity-based discontinuous deformation analysis
|
Liu, Xiaoying |
|
2018 |
98 |
C |
p. 35-47 |
artikel |
10 |
Editorial Board
|
|
|
2018 |
98 |
C |
p. ii |
artikel |
11 |
Effective stress-based upper bound limit analysis of unsaturated soils using the weak form quadrature element method
|
Yuan, Shuai |
|
2018 |
98 |
C |
p. 172-180 |
artikel |
12 |
Implementation of a model of elastoviscoplastic consolidation behavior in Flac 3D
|
Giraldo Zapata, Verónica M. |
|
2018 |
98 |
C |
p. 132-143 |
artikel |
13 |
Micro mechanics of the critical state line at high stresses
|
de Bono, John P. |
|
2018 |
98 |
C |
p. 181-188 |
artikel |
14 |
Minimum time-step size in transient finite element analysis of coupled poromechanical problems
|
Li, Wentao |
|
2018 |
98 |
C |
p. 197-204 |
artikel |
15 |
Parametric study of smooth joint parameters on the mechanical behavior of transversely isotropic rocks and research on calibration method
|
Xia, Lei |
|
2018 |
98 |
C |
p. 1-7 |
artikel |
16 |
Particle mechanics modeling of the effect of aggregate shape on creep of durable rockfills
|
Wang, Yunjia |
|
2018 |
98 |
C |
p. 114-131 |
artikel |
17 |
Reliability analysis of stability against piping and sliding in diversion dams, considering four cutoff wall configurations
|
Hekmatzadeh, Ali Akbar |
|
2018 |
98 |
C |
p. 217-231 |
artikel |
18 |
Reliability analysis of tunnels using an adaptive RBF and a first-order reliability method
|
Wang, Qian |
|
2018 |
98 |
C |
p. 144-152 |
artikel |
19 |
Response to discussion of “Dynamic Soil-Structure Interaction: A three-dimensional numerical approach and its application to the Lotung case study”
|
Amorosi, A. |
|
2018 |
98 |
C |
p. 246-247 |
artikel |
20 |
Short soil–binder columns in railway track reinforcement: three–dimensional numerical studies considering the train–track interaction
|
Francisco, André |
|
2018 |
98 |
C |
p. 8-16 |
artikel |
21 |
Simulating the behaviour of reactive soils and slab foundations using hydro-mechanical finite element modelling incorporating soil suction and moisture changes
|
Shams, Mohamed A. |
|
2018 |
98 |
C |
p. 17-34 |
artikel |
22 |
Simulation of wormhole propagation in fractured carbonate rocks with unified pipe-network method
|
Chen, Yun |
|
2018 |
98 |
C |
p. 58-68 |
artikel |
23 |
System reliability assessment of soil nail walls
|
Zevgolis, Ioannis E. |
|
2018 |
98 |
C |
p. 232-242 |
artikel |
24 |
Upper bound solutions for face stability of circular tunnels in non-homogeneous and anisotropic clays
|
Huang, Maosong |
|
2018 |
98 |
C |
p. 189-196 |
artikel |