| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Active earth pressure coefficients based on a 3D rotational mechanism
|
Li, Z.W.
|
|
2019
|
112 |
C |
p. 342-349
|
artikel
|
| 2 |
A hydro-mechanical coupled analysis of rainfall induced landslide using a hypoplastic constitutive model
|
Tang, Yang
|
|
2019
|
112 |
C |
p. 284-292
|
artikel
|
| 3 |
A method for calibration of the Hyperplastic Accelerated Ratcheting Model (HARM)
|
Abadie, C.N.
|
|
2019
|
112 |
C |
p. 370-385
|
artikel
|
| 4 |
A novel t-z model to predict the pile responses under axial cyclic loadings
|
Zhou, Wenjie
|
|
2019
|
112 |
C |
p. 120-134
|
artikel
|
| 5 |
An upscaled model for elastoplastic behavior of the Callovo-Oxfordian argillite
|
Zeng, T.
|
|
2019
|
112 |
C |
p. 81-92
|
artikel
|
| 6 |
An XFEM implementation in Abaqus to model intersections between fractures in porous rocks
|
Cruz, Francisco
|
|
2019
|
112 |
C |
p. 135-146
|
artikel
|
| 7 |
A stochastic particle breakage model for granular soils subjected to one-dimensional compression with emphasis on the evolution of coordination number
|
Tong, Chen-Xi
|
|
2019
|
112 |
C |
p. 72-80
|
artikel
|
| 8 |
Automatic generation of tortuous failure surfaces in block-in-matrix materials for 2D slope stability assessments
|
Montoya-Araque, Exneyder A.
|
|
2019
|
112 |
C |
p. 17-22
|
artikel
|
| 9 |
DDA based grouting prediction and linkage between fracture aperture distribution and grouting characteristics
|
Xiao, Fei
|
|
2019
|
112 |
C |
p. 350-369
|
artikel
|
| 10 |
DEM simulation of planar sliding using a particulate interface model considering velocity-dependent friction
|
Chiu, Chia-Chi
|
|
2019
|
112 |
C |
p. 51-59
|
artikel
|
| 11 |
DEM simulations of the seismic response of granular slopes
|
Hassan, Shehab
|
|
2019
|
112 |
C |
p. 230-244
|
artikel
|
| 12 |
DEM study of the effect of fines content on the small-strain stiffness of gap-graded soils
|
Gong, Jian
|
|
2019
|
112 |
C |
p. 35-40
|
artikel
|
| 13 |
Editorial Board
|
|
|
2019
|
112 |
C |
p. ii
|
artikel
|
| 14 |
Evolution of particle size and shape towards a steady state: Insights from FDEM simulations of crushable granular materials
|
Ma, Gang
|
|
2019
|
112 |
C |
p. 147-158
|
artikel
|
| 15 |
Full probabilistic design of earth retaining structures using generalized subset simulation
|
Gao, Guo-Hui
|
|
2019
|
112 |
C |
p. 159-172
|
artikel
|
| 16 |
Half-space dynamic soil model excited by known longitudinal vibration of a defective pile
|
Wu, Juntao
|
|
2019
|
112 |
C |
p. 403-412
|
artikel
|
| 17 |
Implementation of a coupled hydro-mechanical model for root-reinforced soils in finite element code
|
Świtała, Barbara Maria
|
|
2019
|
112 |
C |
p. 197-203
|
artikel
|
| 18 |
Implicit integration of incrementally non-linear, zero- elastic range, bounding surface plasticity
|
Petalas, Alexandros L.
|
|
2019
|
112 |
C |
p. 386-402
|
artikel
|
| 19 |
Influence of relative acceleration in saturated sand: Analytical approach and simulation of vibratory pile driving tests
|
Staubach, P.
|
|
2019
|
112 |
C |
p. 173-184
|
artikel
|
| 20 |
Isogeometric analysis of fracture propagation in saturated porous media due to a pressurised non-Newtonian fluid
|
Hageman, Tim
|
|
2019
|
112 |
C |
p. 272-283
|
artikel
|
| 21 |
Long-term time-dependent load-settlement characteristics of a driven pile in clay
|
Cui, Jifei
|
|
2019
|
112 |
C |
p. 41-50
|
artikel
|
| 22 |
Lower bound solutions for undrained face stability of plane strain tunnel headings in anisotropic and non-homogeneous clays
|
Ukritchon, Boonchai
|
|
2019
|
112 |
C |
p. 204-217
|
artikel
|
| 23 |
Non-linear soil behaviour on high speed rail lines
|
Dong, K.
|
|
2019
|
112 |
C |
p. 302-318
|
artikel
|
| 24 |
Numerical analysis of slab foundations on reactive soils incorporating sand cushions
|
Shams, Mohamed A.
|
|
2019
|
112 |
C |
p. 218-229
|
artikel
|
| 25 |
Numerical simulation of permeability evolution during progressive failure of Aue granite at the grain scale level
|
Tan, Xin.
|
|
2019
|
112 |
C |
p. 185-196
|
artikel
|
| 26 |
On the use of discrete element method for multi-scale assessment of clay behavior
|
Jaradat, Karam A.
|
|
2019
|
112 |
C |
p. 329-341
|
artikel
|
| 27 |
Shallow chalk quarry stability using an original shear strength reduction approach
|
Rafeh, F.
|
|
2019
|
112 |
C |
p. 60-71
|
artikel
|
| 28 |
Simulation of cross-correlated non-Gaussian random fields for layered rock mass mechanical parameters
|
Chen, Dongfang
|
|
2019
|
112 |
C |
p. 104-119
|
artikel
|
| 29 |
Stability analysis of seismic slopes with tensile strength cut-off
|
He, Yi
|
|
2019
|
112 |
C |
p. 245-256
|
artikel
|
| 30 |
Stability of two circular tunnels at different depths in cohesive-frictional soils subjected to surcharge loading
|
Xiao, Yao
|
|
2019
|
112 |
C |
p. 23-34
|
artikel
|
| 31 |
Study on the deformation and strength characteristics of hard rock under true triaxial stress state using bonded-particle model
|
Zhang, Shihuai
|
|
2019
|
112 |
C |
p. 1-16
|
artikel
|
| 32 |
Thermo-osmosis and mechano-caloric couplings on THM responses of porous medium under point heat source
|
Song, Zhu
|
|
2019
|
112 |
C |
p. 93-103
|
artikel
|
| 33 |
Three-dimensional modeling of granular flow impact on rigid and deformable structures
|
Zhan, Ling
|
|
2019
|
112 |
C |
p. 257-271
|
artikel
|
| 34 |
Three-dimensional spherical discontinuous deformation analysis using second-order cone programming
|
Meng, Jingjing
|
|
2019
|
112 |
C |
p. 319-328
|
artikel
|
| 35 |
Three-dimensional upper bound limit analysis of a deep soil-tunnel subjected to pore pressure based on the nonlinear Mohr-Coulomb criterion
|
Yu, Li
|
|
2019
|
112 |
C |
p. 293-301
|
artikel
|
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