| 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 | 163 | 2007 |
| Three-dimensional numerical modeling of a piled embankment O Jenck, D Dias, R Kastner International Journal of Geomechanics 9 (3), 102-112, 2009 | 140 | 2009 |
| 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 | 105 | 2009 |
| 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 | 98 | 2005 |
| 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 | 47 | 2019 |
| 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 | 40 | 2019 |
| 3D-finite difference analysis of the interaction between concrete building and shallow tunnelling O Jenck, D Dias Geotechnique 54 (8), 519-528, 2004 | 39 | 2004 |
| Le renforcement des sols compressibles par inclusions rigides verticales. Modélisation physique et numérique. O Jenck INSA de Lyon, 2005 | 28 | 2005 |
| 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 | 26 | 2020 |
| 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 | 25 | 2021 |
| 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 | 25 | 2016 |
| 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 | 25 | 2004 |
| 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 | 19 | 2014 |
| 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 | 16 | 2021 |
| 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 | 14 | 2019 |
| 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 | 10 | 2022 |
| 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 | 9 | 2021 |
| 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 | 9 | 2003 |
| 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 | 7 | 2019 |
| 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 | 7 | 2014 |
