| Stability analysis of large slurry shield-driven tunnel in soft clay Y Li, F Emeriault, R Kastner, ZX Zhang Tunnelling and Underground Space Technology 24 (4), 472-481, 2009 | 265 | 2009 |
| Homogenization for granular materials B Cambou, P Dubujet, F Emeriault, F Sidoroff European journal of mechanics. A. Solids 14 (2), 255-276, 1995 | 212 | 1995 |
| Micromechanical modelling of anisotropic non-linear elasticity of granular medium F Emeriault, B Cambou International Journal of Solids and Structures 33 (18), 2591-2607, 1996 | 132 | 1996 |
| Modeling the relationship between ground surface settlements induced by shield tunneling and the operational and geological parameters based on the hybrid PCA/ANFIS method D Bouayad, F Emeriault Tunnelling and Underground Space Technology 68, 142-152, 2017 | 118 | 2017 |
| Three-dimensional face stability analysis of circular tunnels by a kinematical approach AH Soubra, D Dias, F Emeriault, R Kastner GeoCongress 2008: Characterization, Monitoring, and Modeling of GeoSystems …, 2008 | 96 | 2008 |
| Artificial neural network application for the prediction of ground surface movements induced by shield tunnelling R Boubou, F Emeriault, R Kastner Canadian Geotechnical Journal 47 (11), 1214-1233, 2010 | 85 | 2010 |
| Three-dimensional numerical back-analysis of a monitored deep excavation retained by strutted diaphragm walls MN Houhou, F Emeriault, A Belounar Tunnelling and Underground Space Technology 83, 153-164, 2019 | 83 | 2019 |
| Characterization of microstructural and physical properties changes in biocemented sand using 3D X-ray microtomography A Dadda, C Geindreau, F Emeriault, SR Du Roscoat, A Garandet, L Sapin, ... Acta Geotechnica 12, 955-970, 2017 | 80 | 2017 |
| Numerical back-analysis of the southern Toulon tunnel measurements: A comparison of 3D and 2D approaches JP Janin, D Dias, F Emeriault, R Kastner, H Le Bissonnais, A Guilloux Engineering Geology 195, 42-52, 2015 | 74 | 2015 |
| Characterization of contact properties in biocemented sand using 3D X-ray micro-tomography A Dadda, C Geindreau, F Emeriault, S Rolland du Roscoat, ... Acta Geotechnica 14, 597-613, 2019 | 55 | 2019 |
| Interparticle forces and displacements in granular materials F Emeriault, CS Chang Computers and Geotechnics 20 (3-4), 223-244, 1997 | 50 | 1997 |
| Homogenization for granular materials: non reversible behaviour F Emeriault, B Cambou, A Mahboubi Mechanics of Cohesive‐frictional Materials: An International Journal on …, 1996 | 45 | 1996 |
| Statistical and 3D numerical identification of pipe and bedding characteristics responsible for longitudinal behavior of buried pipe J Buco, F Emeriault, P Le Gauffre, R Kastner Pipelines 2006: service to the owner, 1-10, 2006 | 42 | 2006 |
| On the use of 1g physical models for ground movements and soil-structure interaction problems M Al Heib, F Emeriault, HL Nghiem Journal of Rock Mechanics and Geotechnical Engineering 12 (1), 197-211, 2020 | 41 | 2020 |
| X-ray CT analysis of the evolution of ballast grain morphology along a Micro-Deval test: key role of the asperity scale I Deiros Quintanilla, G Combe, F Emeriault, C Voivret, JF Ferellec Granular Matter 21 (2), 30, 2019 | 40 | 2019 |
| Full-scale experimental determination of concrete pipe joint behavior and its modeling J Buco, F Emeriault, R Kastner Journal of infrastructure systems 14 (3), 230-240, 2008 | 40 | 2008 |
| Interparticle forces distribution in granular materials: link with the macroscopic behaviour F Calvetti, F Emeriault Mechanics of Cohesive‐frictional Materials: An International Journal on …, 1999 | 38 | 1999 |
| Method based on digital image correlation for damage assessment in masonry structures HL Nghiem, M Al Heib, F Emeriault Engineering Structures 86, 1-15, 2015 | 34 | 2015 |
| Large-scale soil–structure physical model (1g) – assessment of structure damages MA Heib, F Emeriault, M Caudron, L Nghiem, B Hor International Journal of Physical Modelling in Geotechnics 13 (4), 138-152, 2013 | 33 | 2013 |
| Quantifying degradation of railway ballast using numerical simulations of micro-deval test and in-situ conditions I Deiros, C Voivret, G Combe, F Emeriault Procedia Engineering 143, 1016-1023, 2016 | 28 | 2016 |
