| Prediction of time to slope failure: a general framework A Federico, M Popescu, G Elia, C Fidelibus, G Internò, A Murianni Environmental Earth Sciences 66, 245-256, 2012 | 159 | 2012 |
| Parametric study on seismic ground response by finite element modelling A Amorosi, D Boldini, G Elia Computers and Geotechnics 37 (4), 515-528, 2010 | 134 | 2010 |
| Numerical modelling of slope–vegetation–atmosphere interaction: an overview G Elia, F Cotecchia, G Pedone, J Vaunat, PJ Vardon, C Pereira, ... Quarterly Journal of Engineering Geology and Hydrogeology 50 (3), 249-270, 2017 | 98 | 2017 |
| Fully coupled dynamic analysis of an earth dam G Elia, A Amorosi, AHC Chan, MJ Kavvadas Géotechnique 61 (7), 549-563, 2011 | 86 | 2011 |
| A short note on the earth pressure and mobilized angle of internal friction in one-dimensional com-pression of soils A Federico, G Elia, V Germano Journal of GeoEngineering 3 (1), 41-46, 2008 | 56 | 2008 |
| Seismic performance of earth embankment using simple and advanced numerical approaches G Elia, M Rouainia Journal of geotechnical and geoenvironmental engineering 139 (7), 1115-1129, 2013 | 52 | 2013 |
| Investigating the cyclic behaviour of clays using a kinematic hardening soil model G Elia, M Rouainia Soil Dynamics and Earthquake Engineering 88, 399-411, 2016 | 43 | 2016 |
| Nonlinear finite-element prediction of the performance of a deep excavation in Boston blue clay M Rouainia, G Elia, S Panayides, P Scott Journal of Geotechnical and Geoenvironmental Engineering 143 (5), 04017005, 2017 | 42 | 2017 |
| Interpretation of landslide mechanisms based on numerical modelling: two case-histories P Lollino, F Cotecchia, G Elia, G Mitaritonna, F Santaloia European Journal of Environmental and Civil Engineering 20 (9), 1032-1053, 2016 | 42 | 2016 |
| The value of multiple earthquake missions: the EEFIT L’Aquila Earthquake experience T Rossetto, D D’Ayala, F Gori, R Persio, J Han, V Novelli, SM Wilkinson, ... Bulletin of Earthquake Engineering 12, 277-305, 2014 | 42 | 2014 |
| Effect of soil variability on nonlinear site response predictions: Application to the Lotung site Y Guzel, M Rouainia, G Elia Computers and Geotechnics 121, 103444, 2020 | 35 | 2020 |
| The at-rest earth pressure coefficient prediction using simple elasto-plastic constitutive models A Federico, G Elia, A Murianni Computers and Geotechnics 36 (1-2), 187-198, 2009 | 35 | 2009 |
| Analysis of landslide reactivation mechanisms in Daunia clay slopes by means of limit equilibrium and FEM methods P Lollino, G Elia, F Cotecchia, G Mitaritonna GeoFlorida 2010: Advances in analysis, modeling & design, 3155-3164, 2010 | 34 | 2010 |
| Numerical prediction of the dynamic behavior of two earth dams in Italy using a fully coupled nonlinear approach G Elia, A Amorosi, AHC Chan, MJ Kavvadas International Journal of Geomechanics 11 (6), 504-518, 2011 | 28 | 2011 |
| Analysis of the stability of slopes reinforced by roots F Gentile, G Elia, R Elia Design and Nature V: Comparing Design in Nature with Science and Engineering …, 2010 | 24 | 2010 |
| Modelling the transverse behaviour of circular tunnels in structured clayey soils during earthquakes LT Cabangon, G Elia, M Rouainia Acta Geotechnica 14 (1), 163-178, 2019 | 22 | 2019 |
| At-rest earth pressure coefficient and Poisson's ratio in normally consolidated soils A Federico, G Elia Proceedings of the 17th International Conference on Soil Mechanics and …, 2009 | 20 | 2009 |
| Performance evaluation of a shallow foundation built on structured clays under seismic loading G Elia, M Rouainia Bulletin of earthquake engineering 12, 1537-1561, 2014 | 18 | 2014 |
| Modelling the non-linear site response at the LSST down-hole accelerometer array in Lotung G Elia, M Rouainia, D Karofyllakis, Y Guzel Soil Dynamics and Earthquake Engineering 102, 1-14, 2017 | 15 | 2017 |
| Analisi dinamica accoppiata della diga Marana Capacciotti A Amorosi, G Elia Rivista Italiana di geotecnica, 2008 | 15 | 2008 |
Mohamed RouainiaProfessor of Computational Geomechanics, Newcastle UniversityE-mailová adresa ověřena na: ncl.ac.uk
