orianne jenck
orianne jenck
universite grenoble alpes
Adresse e-mail validée de 3sr-grenoble.fr
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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
1292007
Three-dimensional numerical modeling of a piled embankment
O Jenck, D Dias, R Kastner
International Journal of Geomechanics 9 (3), 102-112, 2009
1022009
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
792009
Soft ground improvement by vertical rigid piles two-dimensional physical modelling and comparison with current design methods
O Jenck, D Dias, R Kastner
Soils and Foundations 45 (6), 15-30, 2005
712005
Le renforcement des sols compressibles par inclusions rigides verticales. Modélisation physique et numérique.
O Jenck
INSA de Lyon, 2005
302005
3D-finite difference analysis of the interaction between concrete building and shallow tunnelling
O Jenck, D Dias
Geotechnique 54 (8), 519-528, 2004
292004
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
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
162019
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
162016
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
122014
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
102019
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
62006
Numerical analysis of the volume loss influence on building during tunnel excavation
O Jenck, D Dias
Proc., 3rd Int. FLAC Symp.—FLAC and FLAC3D Numerical Modeling in Geomechanics, 2003
62003
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
52019
Development of a three-dimensional small model to simulate soil improved by rigid piles
M Houda, O Jenck, F Emeriault, L Briançon, P Gotteland
Proceedings of the 18th International Conference on Soil Mechanics and …, 2013
52013
Pseudo-static analysis of reinforced earth retaining walls
HA Chehade, D Dias, M Sadek, O Jenck, FH Chehade
Acta Geotechnica, 1-15, 2021
42021
Upper bound seismic limit analysis of geosynthetic-reinforced unsaturated soil walls
HA Chehade, D Dias, M Sadek, O Jenck, FH Chehade
Geotextiles and Geomembranes 48 (4), 419-430, 2020
32020
Effect of layered liquefiable deposits on the seismic response of soil-foundations-structure systems
GAL Jiménez, D Dias, O Jenck
Soil Dynamics and Earthquake Engineering 124, 1-15, 2019
32019
Soft soil improvement by rigid inclusions under vertical cyclic loading: numerical back analysis
M Houda, O Jenck, F Emeriault
European Journal of Environmental and Civil Engineering, 1-20, 2018
32018
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
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