| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A constitutive framework to model the undrained loading of municipal solid waste
|
Machado, Sandro Lemos
|
|
2017
|
85 |
C |
p. 207-219
|
artikel
|
| 2 |
A hybrid element method for dynamics of piles and pile groups in transversely isotropic media
|
Shahbodagh, Babak
|
|
2017
|
85 |
C |
p. 249-261
|
artikel
|
| 3 |
An efficient probabilistic back-analysis method for braced excavations using wall deflection data at multiple points
|
Qi, Xiao-Hui
|
|
2017
|
85 |
C |
p. 186-198
|
artikel
|
| 4 |
An elastic-viscoplastic double-yield-surface model for coarse-grained soils considering particle breakage
|
Kong, Yufei
|
|
2017
|
85 |
C |
p. 59-70
|
artikel
|
| 5 |
An elastoviscoplastic constitutive model for geomaterials: Application to hydromechanical modelling of claystone response to drift excavation
|
Cuvilliez, Sam
|
|
2017
|
85 |
C |
p. 321-340
|
artikel
|
| 6 |
A novel interface element with asymmetric nodes and its application on concrete-faced rockfill dam
|
Qu, Yongqian
|
|
2017
|
85 |
C |
p. 103-116
|
artikel
|
| 7 |
Application of the third medium method for frictionless contact problems in geomechanics
|
Khishvand, Mohammad
|
|
2017
|
85 |
C |
p. 117-125
|
artikel
|
| 8 |
A time-dependent anisotropic model for argillaceous rocks. Application to an underground excavation in Callovo-Oxfordian claystone
|
Mánica, Miguel
|
|
2017
|
85 |
C |
p. 341-350
|
artikel
|
| 9 |
Bayesian approach for calibrating transformation model from spatially varied CPT data to regular geotechnical parameter
|
Wang, Changhong
|
|
2017
|
85 |
C |
p. 262-273
|
artikel
|
| 10 |
CST-based first order second moment method for probabilistic slope stability analysis
|
Wu, Zhen-Yu
|
|
2017
|
85 |
C |
p. 51-58
|
artikel
|
| 11 |
Discrete element method simulations of bio-cemented sands
|
Feng, Kai
|
|
2017
|
85 |
C |
p. 139-150
|
artikel
|
| 12 |
Editorial Board
|
|
|
2017
|
85 |
C |
p. IFC
|
artikel
|
| 13 |
Electro-osmotic consolidation of soil with variable compressibility, hydraulic conductivity and electro-osmosis conductivity
|
Wu, Hui
|
|
2017
|
85 |
C |
p. 126-138
|
artikel
|
| 14 |
Enhancement of slope stability by vegetation considering uncertainties in root distribution
|
Zhu, H.
|
|
2017
|
85 |
C |
p. 84-89
|
artikel
|
| 15 |
Fundamental aspects of the hydromechanical behaviour of Callovo-Oxfordian claystone: From experimental studies to model calibration and validation
|
Armand, Gilles
|
|
2017
|
85 |
C |
p. 277-286
|
artikel
|
| 16 |
Hydro-elasto-viscoplastic modeling of a drift at the Meuse/Haute-Marne underground research laboratoratory (URL)
|
Souley, M.
|
|
2017
|
85 |
C |
p. 306-320
|
artikel
|
| 17 |
Identification of representative slip surfaces for reliability analysis of soil slopes based on shear strength reduction
|
Ma, J.Z.
|
|
2017
|
85 |
C |
p. 199-206
|
artikel
|
| 18 |
Mechanical transitional behavior of binary mixtures via DEM: Effect of differences in contact-type friction coefficients
|
Gong, Jian
|
|
2017
|
85 |
C |
p. 1-14
|
artikel
|
| 19 |
Modeling the strain localization around an underground gallery with a hydro-mechanical double scale model; effect of anisotropy
|
van den Eijnden, A.P.
|
|
2017
|
85 |
C |
p. 384-400
|
artikel
|
| 20 |
Modelling the influence of strain localisation and viscosity on the behaviour of underground drifts drilled in claystone
|
Pardoen, B.
|
|
2017
|
85 |
C |
p. 351-367
|
artikel
|
| 21 |
Monitoring and numerical analysis of behaviour of Miaojiaba concrete-face rockfill dam built on river gravel foundation in China
|
Wen, Lifeng
|
|
2017
|
85 |
C |
p. 230-248
|
artikel
|
| 22 |
Multi-timescale high-accuracy modeling of hydro-mechanically coupled processes in fluid-saturated poroelastic media
|
Li, Gen
|
|
2017
|
85 |
C |
p. 41-50
|
artikel
|
| 23 |
Numerical analysis of the hydromechanical response of Callovo-Oxfordian claystone to deep excavations
|
Seyedi, Darius M.
|
|
2017
|
85 |
C |
p. 275-276
|
artikel
|
| 24 |
Numerical modelling of desiccation cracking of clayey soil using a cohesive fracture method
|
Vo, Thi Dong
|
|
2017
|
85 |
C |
p. 15-27
|
artikel
|
| 25 |
Numerical modelling of granular materials with spherical discrete particles and the bounded rolling friction model. Application to railway ballast
|
Irazábal, Joaquín
|
|
2017
|
85 |
C |
p. 220-229
|
artikel
|
| 26 |
Numerical study of excavation induced fractures using an extended rigid block spring method
|
Yao, C.
|
|
2017
|
85 |
C |
p. 368-383
|
artikel
|
| 27 |
On behavior of load transfer for drilled shafts embedded in weak rocks
|
Zhao, Heng
|
|
2017
|
85 |
C |
p. 177-185
|
artikel
|
| 28 |
On the stress-force-fabric equation in triaxial compressions: Some insights into the triaxial strength
|
He, Xuzhen
|
|
2017
|
85 |
C |
p. 71-83
|
artikel
|
| 29 |
Performance of geosynthetic reinforced soil bridge abutments with modular block facing under fire scenarios
|
Yarivand, A.
|
|
2017
|
85 |
C |
p. 28-40
|
artikel
|
| 30 |
The use of discrete fracture networks for modelling coupled geomechanical and hydrological behaviour of fractured rocks
|
Lei, Qinghua
|
|
2017
|
85 |
C |
p. 151-176
|
artikel
|
| 31 |
“Transverse Action” – A model benchmark exercise for numerical analysis of the Callovo-Oxfordian claystone hydromechanical response to excavation operations
|
Seyedi, Darius M.
|
|
2017
|
85 |
C |
p. 287-305
|
artikel
|
| 32 |
Vertical vibration of a large-diameter pipe pile considering the radial inhomogeneity of soil caused by the construction disturbance effect
|
Li, Zhenya
|
|
2017
|
85 |
C |
p. 90-102
|
artikel
|
Tijdschrift beschrijving