Takip et
orianne jenck
orianne jenck
universite grenoble alpes
3sr-grenoble.fr üzerinde doğrulanmış e-posta adresine sahip
Başlık
Alıntı yapanlar
Alıntı yapanlar
Yıl
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
1732007
Three-dimensional numerical modeling of a piled embankment
O Jenck, D Dias, R Kastner
International Journal of Geomechanics 9 (3), 102-112, 2009
1482009
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
1232009
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
1022005
Effect of the soil–pile–structure interaction in seismic analysis: case of liquefiable soils
GA López Jiménez, D Dias, O Jenck
Acta Geotechnica 14 (5), 1509-1525, 2019
542019
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
522019
3D-finite difference analysis of the interaction between concrete building and shallow tunnelling
O Jenck, D Dias
Geotechnique 54 (8), 519-528, 2004
382004
Pseudo-static analysis of reinforced earth retaining walls
H Alhajj Chehade, D Dias, M Sadek, O Jenck, F Hage Chehade
Acta Geotechnica 16, 2275-2289, 2021
322021
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
322020
Le renforcement des sols compressibles par inclusions rigides verticales. Modélisation physique et numérique.
O Jenck
INSA de Lyon, 2005
312005
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, 325-346, 2016
282016
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
262004
Characterization of a soil-rough structure interface using direct shear tests with varying cyclic amplitude and loading sequences under a large cyclic testing cycle condition
P Jitsangiam, S Pra-ai, M Boulon, O Jenck, X Chen, S Techavorasinsakul
Acta Geotechnica, 1-17, 2021
242021
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
202019
Arching effect in a granular soil subjected to monotonic or cyclic loading: kinematic analysis
O Jenck, G Combe, F Emeriault, A De Pasquale
Proc., 8th Int. Conf. on Physical Modelling in Geotechnics, 1243-1249, 2014
192014
3D numerical analysis of a single footing on soft soil reinforced by rigid inclusions
J Zhang, O Jenck, D Dias
International Journal of Geomechanics 22 (8), 04022113, 2022
162022
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 25 (3), 409-428, 2021
132021
Artificial neural network response assessment of a single footing on soft soil reinforced by rigid inclusions
J Zhang, L An, C Li, D Dias, O Jenck
Engineering Structures 281, 115753, 2023
102023
Effect of horizontal multidirectional cyclic loading on piles in sand: A numerical analysis
O Jenck, A Obaei, F Emeriault, C Dano
Journal of Marine Science and Engineering 9 (2), 235, 2021
102021
Seismic internal stability of saturated reinforced soil retaining walls using the upper bound theorem of limit analysis
HA Chehade, D Dias, M Sadek, O Jenck, FH Chehade
Soil Dynamics and Earthquake Engineering 155, 107180, 2022
92022
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