| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A 1-g shaking table investigation on response of a micropile system to earthquake excitation
|
Jalilian Mashhoud, Hadis
|
|
|
15 |
4 |
p. 827-846
|
artikel
|
| 2 |
Analytical solutions for organic contaminant diffusion in triple-layer composite liner system considering the effect of degradation
|
Pu, Hefu
|
|
|
15 |
4 |
p. 907-921
|
artikel
|
| 3 |
Chemo-mechanical behaviour of lightweight cemented soils
|
Vitale, E.
|
|
|
15 |
4 |
p. 933-945
|
artikel
|
| 4 |
Deep tunnel fronts in cohesive soils under undrained conditions: a displacement-based approach for the design of fibreglass reinforcements
|
di Prisco, Claudio
|
|
|
15 |
4 |
p. 1013-1030
|
artikel
|
| 5 |
Design method for calculating settlement of stiffened deep mixed column-supported embankment over soft clay
|
Zhang, Zhen
|
|
|
15 |
4 |
p. 795-814
|
artikel
|
| 6 |
Effects of acid rain on physical, mechanical and chemical properties of GGBS–MgO-solidified/stabilized Pb-contaminated clayey soil
|
Du, Yan-Jun
|
|
|
15 |
4 |
p. 923-932
|
artikel
|
| 7 |
Energy correction of dynamic cone penetration index for reliable evaluation of shear strength in frozen sand–silt mixtures
|
Kim, Sang Yeob
|
|
|
15 |
4 |
p. 947-961
|
artikel
|
| 8 |
Explicitly coupled consolidation analysis using piecewise constant pressure
|
Aubram, Daniel
|
|
|
15 |
4 |
p. 1031-1037
|
artikel
|
| 9 |
Explosive compaction technology for loess embankment settlement control: numerical simulation and field implementation
|
Li, Haichao
|
|
|
15 |
4 |
p. 975-997
|
artikel
|
| 10 |
Hydraulic variations in permafrost due to open-pit mining and climate change: a case study in the Canadian Arctic
|
Booshehrian, Ahmad
|
|
|
15 |
4 |
p. 883-905
|
artikel
|
| 11 |
New design chart for geotechnical ground improvement: characterizing cement-stabilized sand
|
Wei, Xiao
|
|
|
15 |
4 |
p. 999-1011
|
artikel
|
| 12 |
On the seismic response of a propped r.c. diaphragm wall in a saturated clay
|
Cattoni, Elisabetta
|
|
|
15 |
4 |
p. 847-865
|
artikel
|
| 13 |
Performance of steel-reinforced high-density polyethylene pipes in soil during installation: a numerical study
|
Wang, Fei
|
|
|
15 |
4 |
p. 963-974
|
artikel
|
| 14 |
Predicting undrained static response of sand with non-plastic fines in terms of equivalent granular state parameter
|
Porcino, D. D.
|
|
|
15 |
4 |
p. 867-882
|
artikel
|
| 15 |
Soil–projectile interaction during penetration of a transparent clay simulant
|
Ads, Abdelaziz
|
|
|
15 |
4 |
p. 815-826
|
artikel
|
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