| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A micro-mechanics based viscoplastic model for clayey rocks
|
Farhat, F.
|
|
2017
|
89 |
C |
p. 92-102
11 p.
|
artikel
|
| 2 |
Analytical study of fluid flow modeling by diffusivity equation including the quadratic pressure gradient term
|
Abbasi, Mahdi
|
|
2017
|
89 |
C |
p. 1-8
8 p.
|
artikel
|
| 3 |
A new procedure for ground response curve (GRC) in strain-softening surrounding rock
|
Zou, Jin-feng
|
|
2017
|
89 |
C |
p. 81-91
11 p.
|
artikel
|
| 4 |
Bearing capacity computation for a ring foundation using the stress characteristics method
|
Keshavarz, Amin
|
|
2017
|
89 |
C |
p. 33-42
10 p.
|
artikel
|
| 5 |
Computational framework for obtaining volumetric fracture intensity from 3D fracture network models using Delaunay triangulations
|
Zhan, Jiewei
|
|
2017
|
89 |
C |
p. 179-194
16 p.
|
artikel
|
| 6 |
DEM study on the effect of particle breakage on the macro- and micro-behavior of rockfill sheared along different stress paths
|
Xu, Ming
|
|
2017
|
89 |
C |
p. 113-127
15 p.
|
artikel
|
| 7 |
Editorial Board
|
|
|
2017
|
89 |
C |
p. IFC-
1 p.
|
artikel
|
| 8 |
Effect of compressible parameters on vertical vibration of an elastic pile in multilayered poroelastic media
|
Ai, Zhi Yong
|
|
2017
|
89 |
C |
p. 195-202
8 p.
|
artikel
|
| 9 |
Fixed point automatic interpretation of bender-based G 0 measurements
|
Moldovan, Ionuţ Dragoş
|
|
2017
|
89 |
C |
p. 128-142
15 p.
|
artikel
|
| 10 |
Load-settlement behavior modeling of single piles using artificial neural networks and CPT data
|
Pooya Nejad, F.
|
|
2017
|
89 |
C |
p. 9-21
13 p.
|
artikel
|
| 11 |
Micromechanics of undrained response of dilative granular media using a coupled DEM-LBM model: A case of biaxial test
|
Johnson, Daniel H.
|
|
2017
|
89 |
C |
p. 103-112
10 p.
|
artikel
|
| 12 |
Numerical investigation of multi-directional site response based on KiK-net downhole array monitoring data
|
Han, Bo
|
|
2017
|
89 |
C |
p. 55-70
16 p.
|
artikel
|
| 13 |
Parallel and scalable block system generation
|
Gardner, Michael
|
|
2017
|
89 |
C |
p. 168-178
11 p.
|
artikel
|
| 14 |
Reliability bearing capacity analysis of footings on cohesive soil slopes using RFEM
|
Luo, Ning
|
|
2017
|
89 |
C |
p. 203-212
10 p.
|
artikel
|
| 15 |
Semi-analytical solutions to one-dimensional consolidation for unsaturated soils with symmetric semi-permeable drainage boundary
|
Wang, Lei
|
|
2017
|
89 |
C |
p. 71-80
10 p.
|
artikel
|
| 16 |
Site response analysis using one-dimensional equivalent-linear method and Bayesian filtering
|
Astroza, Rodrigo
|
|
2017
|
89 |
C |
p. 43-54
12 p.
|
artikel
|
| 17 |
Size-dependent mechanical behavior of an intergranular bond revealed by an analytical model
|
Wang, Huaning
|
|
2017
|
89 |
C |
p. 153-167
15 p.
|
artikel
|
| 18 |
Stochastic response surface method for reliability problems involving correlated multivariates with non-Gaussian dependence structure: Analysis under incomplete probability information
|
Wang, Fan
|
|
2017
|
89 |
C |
p. 22-32
11 p.
|
artikel
|
| 19 |
System reliability analysis and risk assessment of a layered slope in spatially variable soils considering stratigraphic boundary uncertainty
|
Liu, Lei-Lei
|
|
2017
|
89 |
C |
p. 213-225
13 p.
|
artikel
|
| 20 |
The effect of backfill cohesion on seismic response of cantilever retaining walls using fully dynamic analysis
|
Osouli, Abdolreza
|
|
2017
|
89 |
C |
p. 143-152
10 p.
|
artikel
|
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