| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analytical solution for one-dimensional vertical electro-osmotic drainage under unsaturated conditions
|
Wang, Liujiang
|
|
2019
|
105 |
C |
p. 27-36
|
artikel
|
| 2 |
An element-free Galerkin method using vertically integrated multiphase flow model for carbon sequestration
|
Dinesh, P.
|
|
2019
|
105 |
C |
p. 195-210
|
artikel
|
| 3 |
A numerical comparison of installation sequences of plain concrete rigid inclusions
|
Nguyen, Huu Hung
|
|
2019
|
105 |
C |
p. 1-26
|
artikel
|
| 4 |
A numerical model for non-linear coupled analysis of the seismic response of liquefiable soils
|
Tropeano, Giuseppe
|
|
2019
|
105 |
C |
p. 211-227
|
artikel
|
| 5 |
Constitutive model for inherent anisotropic rocks: Ubiquitous joint model based on the Hoek-Brown failure criterion
|
Ismael, Mohamed
|
|
2019
|
105 |
C |
p. 99-109
|
artikel
|
| 6 |
Continuous field based upper-bound analysis for the undrained bearing capacity of strip footings resting near clay slopes with linearly increased strength
|
Li, Sen
|
|
2019
|
105 |
C |
p. 168-182
|
artikel
|
| 7 |
Discretization error in the random finite element method for spatially variable undrained shear strength
|
Tabarroki, Mohammad
|
|
2019
|
105 |
C |
p. 183-194
|
artikel
|
| 8 |
Dual random lattice modeling of backward erosion piping
|
Fascetti, Alessandro
|
|
2019
|
105 |
C |
p. 265-276
|
artikel
|
| 9 |
Editorial Board
|
|
|
2019
|
105 |
C |
p. ii
|
artikel
|
| 10 |
Effect of bolt configuration on the interface behaviour between a rock bolt and bond material: A comprehensive DDA investigation
|
Yokota, Yasuhiro
|
|
2019
|
105 |
C |
p. 116-128
|
artikel
|
| 11 |
Effect of geometric nonlinearity on the ultimate lateral resistance of piles in clay
|
Zhao, Zihao
|
|
2019
|
105 |
C |
p. 110-115
|
artikel
|
| 12 |
Evaluation of vertical effective stress and pile tension capacity in sands considering scour-hole dimensions
|
Lin, Cheng
|
|
2019
|
105 |
C |
p. 94-98
|
artikel
|
| 13 |
Fractional elastoplastic constitutive model for soils based on a novel 3D fractional plastic flow rule
|
Lu, Dechun
|
|
2019
|
105 |
C |
p. 277-290
|
artikel
|
| 14 |
Improving DFN-geomechanical model integration using a novel automated approach
|
Karimi Sharif, Ladan
|
|
2019
|
105 |
C |
p. 228-248
|
artikel
|
| 15 |
J 2-deformation type model coupled with state dependent dilatancy
|
Yang, Z.X.
|
|
2019
|
105 |
C |
p. 129-141
|
artikel
|
| 16 |
Numerical and experimental study of initiation and propagation of desiccation cracks in clayey soils
|
Levatti, Hector U.
|
|
2019
|
105 |
C |
p. 155-167
|
artikel
|
| 17 |
Numerical study of interaction between a hydraulic fracture and a weak plane using the bonded-particle model based on moment tensors
|
Zhang, Qi
|
|
2019
|
105 |
C |
p. 79-93
|
artikel
|
| 18 |
On a fabric evolution law incorporating the effects of b-value
|
Yuan, Ran
|
|
2019
|
105 |
C |
p. 142-154
|
artikel
|
| 19 |
Simplified method of estimating the dynamic impedance of a piled raft foundation subjected to inertial loading due to an earthquake
|
Nagai, Hiroshi
|
|
2019
|
105 |
C |
p. 69-78
|
artikel
|
| 20 |
Site variability analysis using cone penetration test data
|
Salgado, Rodrigo
|
|
2019
|
105 |
C |
p. 37-50
|
artikel
|
| 21 |
Stability of unlined square tunnels in Hoek-Brown rock masses based on lower bound analysis
|
Ukritchon, Boonchai
|
|
2019
|
105 |
C |
p. 249-264
|
artikel
|
| 22 |
Study of hydraulic fracturing in an anisotropic poroelastic medium via a hybrid EDFM-XFEM approach
|
Zeng, Qing-Dong
|
|
2019
|
105 |
C |
p. 51-68
|
artikel
|
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