| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A bio-chemo-hydro-mechanical model for microbially induced calcite precipitation in soils
|
Fauriel, S.
|
|
2012
|
46 |
C |
p. 104-120
17 p.
|
artikel
|
| 2 |
An investigation of correlation factors linking footing resistance on sand with cone penetration test results
|
Gavin, Kenneth
|
|
2012
|
46 |
C |
p. 84-92
9 p.
|
artikel
|
| 3 |
Application of equivalent continuum and discontinuum stress analyses in three-dimensions to investigate stability of a rock tunnel in a dam site in China
|
Wu, Qiong
|
|
2012
|
46 |
C |
p. 48-68
21 p.
|
artikel
|
| 4 |
Boundary element model for analysis of the mechanical behavior of existing pipelines subjected to tunneling-induced deformations
|
Zhang, Zhiguo
|
|
2012
|
46 |
C |
p. 93-103
11 p.
|
artikel
|
| 5 |
Editorial Board
|
|
|
2012
|
46 |
C |
p. IFC-
1 p.
|
artikel
|
| 6 |
Explicit integration of a thermo-mechanical model for clays
|
Hong, P.Y.
|
|
2012
|
46 |
C |
p. 13-25
13 p.
|
artikel
|
| 7 |
Micromechanical analysis of the nonlinear behavior of porous geomaterials based on the fast Fourier transform
|
Jiang, T.
|
|
2012
|
46 |
C |
p. 69-74
6 p.
|
artikel
|
| 8 |
Numerical study of spudcan penetration in loose sand overlying clay
|
Yu, Long
|
|
2012
|
46 |
C |
p. 1-12
12 p.
|
artikel
|
| 9 |
Settlement analysis of piled-raft foundations by means of a multiphase model accounting for soil-pile interactions
|
Bourgeois, E.
|
|
2012
|
46 |
C |
p. 26-38
13 p.
|
artikel
|
| 10 |
Three-dimensional simulation of fully coupled hydro-mechanical behavior of saturated porous media using Element Free Galerkin (EFG) method
|
Samimi, Soodeh
|
|
2012
|
46 |
C |
p. 75-83
9 p.
|
artikel
|
| 11 |
Uncertain parameter sensitivity in Monte Carlo Simulation by sample reassembling
|
Wang, Yu
|
|
2012
|
46 |
C |
p. 39-47
9 p.
|
artikel
|
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