orianne jenck
orianne jenck
universite grenoble alpes
Adresse e-mail validée de 3sr-grenoble.fr
TitreCitée parAnnée
Two-dimensional physical and numerical modeling of a pile-supported earth platform over soft soil
O Jenck, D Dias, R Kastner
Journal of Geotechnical and Geoenvironmental Engineering 133 (3), 295-305, 2007
1122007
Three-dimensional numerical modeling of a piled embankment
O Jenck, D Dias, R Kastner
International Journal of Geomechanics 9 (3), 102-112, 2009
762009
Discrete element modelling of a granular platform supported by piles in soft soil–Validation on a small scale model test and comparison to a numerical analysis in a continuum
O Jenck, D Dias, R Kastner
Computers and Geotechnics 36 (6), 917-927, 2009
632009
Soft ground improvement by vertical rigid piles two-dimensional physical modelling and comparision with current design methods
O Jenck, D Dias, R Kastner
Soils and Foundations 45 (6), 15-30, 2005
602005
Le renforcement des sols compressibles par inclusions rigides verticales. Modélisation physique et numérique.
O Jenck
282005
3D-finite difference analysis of the interaction between concrete building and shallow tunnelling
O Jenck, D Dias
Geotechnique 54 (8), 519-528, 2004
232004
Analyse tridimensionnelle en différences finies de l'interaction entre une structure en béton et le creusement d'un tunnel à faible profondeur: 3D-finite difference analysis of …
O Jenck, D Dias
Geotechnique 54 (8), 519-528, 2004
182004
Physical evidence of the effect of vertical cyclic loading on soil improvement by rigid piles: a small-scale laboratory experiment using Digital Image Correlation
M Houda, O Jenck, F Emeriault
Acta Geotechnica 11 (2), 325-346, 2016
92016
Arching effect in a granular soil subjected to monotonic or cyclic loading: kinematic analysis
O Jenck, G Combe, F Emeriault, A De Pasquale
8th international conference on physical modelling in geotechnics, Perth …, 2014
92014
Numerical analysis of the volume loss influence on building during tunnel excavation
O Jenck, D Dias
FLAC and numerical modelling in geomechanics-2003, 135-144, 2003
62003
Three-dimensional modelling of an embankment over soft soil improved by rigid piles
O Jenck, D Dias, R Kastner
6th Eur Conf on numerical methods in geotechnical engineering, Graz, Austria, 2006
52006
An Original Testing Apparatus for Rapid Pull-Out Test
D Aprialdi, S Lambert, O Jenck, M Widyarti
Civil Engineering Dimension 16 (2), 61-67, 2014
32014
Effect of the soil–pile–structure interaction in seismic analysis: case of liquefiable soils
GAL Jiménez, D Dias, O Jenck
Acta Geotechnica 14 (5), 1509-1525, 2019
22019
Seismic analysis of geosynthetic-reinforced retaining wall in cohesive soils
HA Chehade, D Dias, M Sadek, O Jenck, FH Chehade
Geotextiles and Geomembranes 47 (3), 315-326, 2019
22019
Study of rigid pile reinforcement under vertical cyclic loading using a 1g laboratory small scale model
M Houda, O Jenck, F Emeriault, JB Toni
European Conference on Physical Modelling in Geotechnics (Eurofuge), 2016
22016
Développement d’un modèle réduit tridimensionnel du renforcement des sols par inclusions rigides
M Houda, O Jenck, F Emeriault, L Briançon, P Gotteland
Proc. 18th ICSMGE, Paris, 2-6 Sept, 2013
22013
Physical model and discrete element method analysis of a granular platform supported by piles in soft soil
O Jenck, D Dias, R Kastner
GeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems …, 2008
22008
Renforcement des massifs de fondations par inclusions rigides verticales. Modélisation physique et numérique
O Jenck
Revue Française de Génie Civil 8 (1), 120-120, 2004
22004
Rigid pile improvement under vertical cyclic loading: 1g laboratory small-scale modelling
M Houda, O Jenck, F Emeriault
International Journal of Physical Modelling in Geotechnics 19 (2), 89-103, 2019
12019
Numerical back analysis of the behaviour of soft soil improved by rigid piles under cyclic loading
M Houda, O Jenck, F Emeriault
12017
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