| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An experimental study of the water transfer through confined compacted GMZ bentonite
|
Ye, W.M.
|
|
2009
|
108 |
3-4 |
p. 169-176
8 p.
|
artikel
|
| 2 |
A simple model for preliminary evaluation of rainfall-induced slope instability
|
Lee, Lee Min
|
|
2009
|
108 |
3-4 |
p. 272-285
14 p.
|
artikel
|
| 3 |
A spatial decision support system for extracting the core factors and thresholds for landslide susceptibility map
|
Wan, Shiuan
|
|
2009
|
108 |
3-4 |
p. 237-251
15 p.
|
artikel
|
| 4 |
Characterization of karst hazards from the perspective of the doline triangle using GPR — Examples from Central Ebro Basin (Spain)
|
Pueyo-Anchuela, Ó.
|
|
2009
|
108 |
3-4 |
p. 225-236
12 p.
|
artikel
|
| 5 |
Contribution of electrical resistivity tomography to the study of detrital aquifers affected by seawater intrusion–extrusion effects: The river Vélez delta (Vélez-Málaga, southern Spain)
|
Martínez, J.
|
|
2009
|
108 |
3-4 |
p. 161-168
8 p.
|
artikel
|
| 6 |
Control of slope deformations in high seismic area: Results from the Gulf of Corinth observatory site (Greece)
|
Lebourg, T.
|
|
2009
|
108 |
3-4 |
p. 295-303
9 p.
|
artikel
|
| 7 |
Corrigendum to: “Microtremor survey in Talchir, India to ascertain its basin characteristics in terms of predominant frequency by Nakamura's ratio technique” [Engineering Geology 106 (3–4) (2009) 123–132]
|
Walling, M. Yanger
|
|
2009
|
108 |
3-4 |
p. 308-
1 p.
|
artikel
|
| 8 |
Discussion on “Assessments of swelling anisotropy of Ankara clay” by E. Avsar, R. Ulusay and H. Sonmez [Engineering Geology 105 (1–2) (2009) 24–31]
|
Azam, Shahid
|
|
2009
|
108 |
3-4 |
p. 304-305
2 p.
|
artikel
|
| 9 |
Engineering geological studies of the diversion tunnel, focusing on stabilization analysis and support design, Iran
|
Rasouli, M.
|
|
2009
|
108 |
3-4 |
p. 208-224
17 p.
|
artikel
|
| 10 |
Multi-scale study of permeability evolution of a bentonite clay owing to pollutant transport
|
Bouchelaghem, F.
|
|
2009
|
108 |
3-4 |
p. 286-294
9 p.
|
artikel
|
| 11 |
Regional fracture network permeability using outcrop scale measurements
|
Chesnaux, R.
|
|
2009
|
108 |
3-4 |
p. 259-271
13 p.
|
artikel
|
| 12 |
Relating equal smectite content and basal spacing to the residual friction angle of soils
|
Kaya, Abidin
|
|
2009
|
108 |
3-4 |
p. 252-258
7 p.
|
artikel
|
| 13 |
Reply to the discussion by Azam on “Assessments on swelling anisotropy of Ankara clay” by Avsar et al. [Engineering Geology 105 (1–2) (2009) 24–31]
|
Avsar, E.
|
|
2009
|
108 |
3-4 |
p. 306-307
2 p.
|
artikel
|
| 14 |
Shear strength behaviour of compacted clayey soils percolated with an alkaline solution
|
Cuisinier, Olivier
|
|
2009
|
108 |
3-4 |
p. 177-188
12 p.
|
artikel
|
| 15 |
Study on uniaxial compressive strength, point load strength index, dynamic and physical properties of serpentinites from Central Greece: Test results and empirical relations
|
Diamantis, K.
|
|
2009
|
108 |
3-4 |
p. 199-207
9 p.
|
artikel
|
| 16 |
Trees, lateral shrinkage and building damage
|
Navarro, Vicente
|
|
2009
|
108 |
3-4 |
p. 189-198
10 p.
|
artikel
|
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