| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Ability of a pore network model to predict fluid flow and drag in saturated granular materials
|
Sufian, Adnan
|
|
2019
|
110 |
C |
p. 344-366
|
artikel
|
| 2 |
A coupled hydromechanical bounding surface model predicting the hysteretic behaviour of unsaturated soils
|
Bruno, Agostino Walter
|
|
2019
|
110 |
C |
p. 287-295
|
artikel
|
| 3 |
Active earth pressure for retaining structures in cohesive backfills with tensile strength cut-off
|
Li, Z.W.
|
|
2019
|
110 |
C |
p. 242-250
|
artikel
|
| 4 |
Bearing capacity of ring foundation due to various loading positions by finite element limit analysis
|
Vali, Ramin
|
|
2019
|
110 |
C |
p. 94-113
|
artikel
|
| 5 |
Behaviour of existing tunnel due to new tunnel construction below
|
Liu, Xiang
|
|
2019
|
110 |
C |
p. 71-81
|
artikel
|
| 6 |
Dynamic soil reactions around pile-fictitious soil pile coupled model and its application in parallel seismic method
|
Wu, Juntao
|
|
2019
|
110 |
C |
p. 44-56
|
artikel
|
| 7 |
Editorial Board
|
|
|
2019
|
110 |
C |
p. ii
|
artikel
|
| 8 |
Effect of soil variability on bearing capacity accounting for non-stationary characteristics of undrained shear strength
|
Wu, Yongxin
|
|
2019
|
110 |
C |
p. 199-210
|
artikel
|
| 9 |
Explicit force model for discrete modelling of elliptical particles
|
Kildashti, Kamyar
|
|
2019
|
110 |
C |
p. 122-131
|
artikel
|
| 10 |
Finite element implementation of a fully coupled hydro-mechanical model and unsaturated soil analysis under hydraulic and mechanical loads
|
Zhang, Yue
|
|
2019
|
110 |
C |
p. 222-241
|
artikel
|
| 11 |
Identification of multiple flaws in dams using inverse analysis based on hydro-mechanical XFEM and level sets
|
Nguyen-Tuan, Long
|
|
2019
|
110 |
C |
p. 211-221
|
artikel
|
| 12 |
Improvement of joint definition and determination in three-dimensional discontinuous deformation analysis
|
Peng, Xinyan
|
|
2019
|
110 |
C |
p. 148-160
|
artikel
|
| 13 |
Improvement of semi-resolved CFD-DEM model for seepage-induced fine-particle migration: Eliminate limitation on mesh refinement
|
Yang, Qing
|
|
2019
|
110 |
C |
p. 1-18
|
artikel
|
| 14 |
Investigation of mechanical properties and crack propagation in pre-cracked marbles using lattice-spring-based synthetic rock mass (LS-SRM) modeling approach
|
Bastola, Subash
|
|
2019
|
110 |
C |
p. 28-43
|
artikel
|
| 15 |
Multishear bounding surface modelling of anisotropic sands accounting for fabric and its evolution
|
Fang, Huolang
|
|
2019
|
110 |
C |
p. 57-70
|
artikel
|
| 16 |
Numerical analysis of high capacity helical piles subjected to ground movement in weathered unstable clayey slope
|
Dib, Mehdi
|
|
2019
|
110 |
C |
p. 319-325
|
artikel
|
| 17 |
Reliability analysis of a rock slope based on plastic limit analysis theory with multiple failure modes
|
Li, Ze
|
|
2019
|
110 |
C |
p. 132-147
|
artikel
|
| 18 |
Seismic response of shallow foundations over liquefiable soils improved by deep soil mixing columns
|
Hasheminezhad, Araz
|
|
2019
|
110 |
C |
p. 251-273
|
artikel
|
| 19 |
Simulations of large-scale triaxial shear tests on ballast aggregates using sensing mechanism and real-time (SMART) computing
|
Liu, Shushu
|
|
2019
|
110 |
C |
p. 184-198
|
artikel
|
| 20 |
The effectiveness of a pile barrier for vibration transmission in a soil stratum over a rigid bedrock
|
Álamo, Guillermo M.
|
|
2019
|
110 |
C |
p. 274-286
|
artikel
|
| 21 |
Theoretical study of the dynamic response of a circular lined tunnel with an imperfect interface subjected to incident SV-waves
|
Fan, Zhanfeng
|
|
2019
|
110 |
C |
p. 308-318
|
artikel
|
| 22 |
The role of transgranular capability in grain-based modelling of crystalline rocks
|
Li, X.F.
|
|
2019
|
110 |
C |
p. 161-183
|
artikel
|
| 23 |
Three-dimensional face stability of shallow-buried tunnels with tensile strength cut-off
|
Li, T.Z.
|
|
2019
|
110 |
C |
p. 82-93
|
artikel
|
| 24 |
Three dimensional finite element analysis of the influence of the umbrella arch on the settlements induced by shallow tunneling
|
Hounyevou Klotoé, C.
|
|
2019
|
110 |
C |
p. 114-121
|
artikel
|
| 25 |
Three-dimensional seismic stability of unsaturated soil slopes using a semi-analytical method
|
Wang, Long
|
|
2019
|
110 |
C |
p. 296-307
|
artikel
|
| 26 |
Tsunami-induced pore water pressure response of unsaturated soil beds: Numerical formulation and experiments
|
Abdollahi, A.
|
|
2019
|
110 |
C |
p. 19-27
|
artikel
|
| 27 |
Unified hardening (UH) model for clays and sands
|
Yao, Yang-Ping
|
|
2019
|
110 |
C |
p. 326-343
|
artikel
|
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