| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An Elastoplastic Model for Unsaturated Soils Under General Three-Dimensional Conditions
|
Farias, M.M.
|
|
|
46 |
5 |
p. 613-628
|
artikel
|
| 2 |
An Investigation of Diffuse Failure Modes in Undrained Triaxial Tests on Loose Sand
|
Desrues, Jacques
|
|
|
46 |
5 |
p. 585-594
|
artikel
|
| 3 |
A Practical Numerical Model for Seepage Behavior of Unsaturated Soil
|
Sako, Kazunari
|
|
|
46 |
5 |
p. 595-604
|
artikel
|
| 4 |
Effects of Pore Fluid Compressibility on Liquefaction Resistance of Partially Saturated Sand
|
Okamura, Mitsu
|
|
|
46 |
5 |
p. 695-700
|
artikel
|
| 5 |
Elasto-Plasticity of Unsaturated Soils: Laboratory Test Results on a Remoulded Silt
|
Geiser, Françoise
|
|
|
46 |
5 |
p. 545-556
|
artikel
|
| 6 |
Fabric and Particle Shape Influence on K 0 of Granular Materials
|
Guo, P.J.
|
|
|
46 |
5 |
p. 639-652
|
artikel
|
| 7 |
Multi-Scale Physicochemical Modeling of Soil-Cementitious Material Interaction
|
Nakarai, Kenichiro
|
|
|
46 |
5 |
p. 653-663
|
artikel
|
| 8 |
Preliminary Report on the 17 February 2006 Leyte, Philippines Landslide
|
Orense, Rolandop
|
|
|
46 |
5 |
p. 685-693
|
artikel
|
| 9 |
Seepage Failure Mechanism of the Gouhou Rockfill Dam During Reservoir Water Infiltration
|
Zhang, L.M.
|
|
|
46 |
5 |
p. 557-568
|
artikel
|
| 10 |
Stress-Deformation Behavior Under Anisotropic Drained Triaxial Consolidation of Cement-Treated Soft Bangkok Clay
|
Bergado, D.T.
|
|
|
46 |
5 |
p. 629-637
|
artikel
|
| 11 |
The Role of Nature of Particles on the Behaviour of Rockfill Materials
|
Varadarajan, A.
|
|
|
46 |
5 |
p. 569-584
|
artikel
|
| 12 |
Uplift Capacity of Pile Groups Embedded in Sands: Predictions and Performance
|
Shanker, K.
|
|
|
46 |
5 |
p. 605-612
|
artikel
|
| 13 |
Viscous Property of Loose Sand in Triaxial Compression, Extension and Cyclic Loading
|
Kiyota, Takashi
|
|
|
46 |
5 |
p. 665-684
|
artikel
|
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