| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A simplified model for the analysis of piled embankments considering arching and subsoil consolidation
|
Pham, Tuan A.
|
|
|
50 |
3 |
p. 408-431
|
artikel
|
| 2 |
Centrifuge modeling of geosynthetic-reinforced soil retaining walls subjected to the combined effect of earthquakes and rainfall
|
Ren, Feifan
|
|
|
50 |
3 |
p. 470-479
|
artikel
|
| 3 |
Centrifuge model studies on desiccation cracking behaviour of fiber-reinforced expansive clay
|
Chaduvula, Uma
|
|
|
50 |
3 |
p. 480-497
|
artikel
|
| 4 |
Consolidation considering increasing soil column radius for dredged slurries improved by vacuum preloading method
|
Liu, Sijie
|
|
|
50 |
3 |
p. 535-544
|
artikel
|
| 5 |
Coupled consolidation via vertical drains in unsaturated soils induced by time-varying loading based on continuous permeable boundary
|
Jiang, Lianghua
|
|
|
50 |
3 |
p. 383-392
|
artikel
|
| 6 |
Editorial Board
|
|
|
|
50 |
3 |
p. ii
|
artikel
|
| 7 |
Effect of armour unit layers and placement mode in the determination of stability of geotextile sand container (GSC) breakwaters
|
Elias, Tom
|
|
|
50 |
3 |
p. 444-454
|
artikel
|
| 8 |
Evaluating long-term benefits of geosynthetics in flexible pavements built over weak subgrades by finite element and Mechanistic-Empirical analyses
|
Zadehmohamad, Mehdi
|
|
|
50 |
3 |
p. 455-469
|
artikel
|
| 9 |
Experimental evaluation of the performance of a geotextile for a pressure-grouted soil nail
|
Zhang, Sheng
|
|
|
50 |
3 |
p. 498-509
|
artikel
|
| 10 |
Hydraulic and physicochemical properties of dense thin bentonite layers permeated with variably mixed alkaline solutions of KOH and CaCl2 at various temperatures (25–75 °C) for 3 years
|
Yoon, Yeowon
|
|
|
50 |
3 |
p. 521-534
|
artikel
|
| 11 |
Hydraulic conductivity requirement of granular and geotextile filter for internally stable soils
|
Kalore, Shubham A.
|
|
|
50 |
3 |
p. 510-520
|
artikel
|
| 12 |
Internal stability analysis of geocell-reinforced slopes subjected to seismic loading based on pseudo-static approach
|
Khorsandiardebili, Nariman
|
|
|
50 |
3 |
p. 393-407
|
artikel
|
| 13 |
Pullout resistance of geogrid and steel reinforcement embedded in lightweight cellular concrete backfill
|
Ye, Yuqiu
|
|
|
50 |
3 |
p. 432-443
|
artikel
|
| 14 |
Stability assessment of 3D reinforced soil structures under steady unsaturated infiltration
|
Li, Zheng-Wei
|
|
|
50 |
3 |
p. 371-382
|
artikel
|
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