| A constitutive model for structured soils M Kavvadas, A Amorosi Géotechnique 50 (3), 263-273, 2000 | 454 | 2000 |
| Numerical modelling of the transverse dynamic behaviour of circular tunnels in clayey soils A Amorosi, D Boldini Soil Dynamics and Earthquake Engineering 29 (6), 1059-1072, 2009 | 261 | 2009 |
| Elastic moduli of soils dependent on pressure: a hyperelastic formulation GT Houlsby, A Amorosi, E Rojas Géotechnique 55 (5), 383-392, 2005 | 221 | 2005 |
| The soilmodels. info project G Gudehus, A Amorosi, A Gens, I Herle, D Kolymbas, D Mašín, ... International Journal for Numerical and Analytical Methods in Geomechanics …, 2008 | 188 | 2008 |
| Coupling plasticity and energy-conserving elasticity models for clays RI Borja, C Tamagnini, A Amorosi Journal of geotechnical and geoenvironmental engineering 123 (10), 948-957, 1997 | 169 | 1997 |
| Small-strain stiffness of reconstituted clay compressed along constant triaxial effective stress ratio paths S Rampello, GMB Viggiani, A Amorosi Géotechnique 47 (3), 475-489, 1997 | 146 | 1997 |
| TBM tunnelling-induced settlements in coarse-grained soils: The case of the new Milan underground line 5 V Fargnoli, D Boldini, A Amorosi Tunnelling and Underground Space Technology 38, 336-347, 2013 | 145 | 2013 |
| International benchmark on numerical simulations for 1D, nonlinear site response (PRENOLIN): Verification phase based on canonical cases J Régnier, LF Bonilla, PY Bard, E Bertrand, F Hollender, H Kawase, ... Bulletin of the Seismological Society of America 106 (5), 2112-2135, 2016 | 135 | 2016 |
| 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 |
| PRENOLIN: International benchmark on 1D nonlinear site‐response analysis—Validation phase exercise J Régnier, L Bonilla, PY Bard, E Bertrand, F Hollender, H Kawase, ... Bulletin of the Seismological Society of America 108 (2), 876-900, 2018 | 125 | 2018 |
| 3D numerical modelling of soil–structure interaction during EPB tunnelling V FARGNOLI, CG GRAGNANO, D BOLDINI, A Amorosi Géotechnique 65 (1), 23-37, 2015 | 104 | 2015 |
| An experimental investigation into the mechanical behaviour of a structured stiff clay A Amorosi, S Rampello Stiff Sedimentary Clays: Genesis and Engineering Behaviour: Géotechnique …, 2011 | 103 | 2011 |
| Tunnelling-induced deformation and damage on historical masonry structures A Amorosi, D Boldini, G De Felice, M Malena, M Sebastianelli Géotechnique 64 (2), 118-130, 2014 | 102 | 2014 |
| Twin tunnel excavation in coarse grained soils: Observations and numerical back-predictions under free field conditions and in presence of a surface structure V Fargnoli, D Boldini, A Amorosi Tunnelling and Underground Space Technology 49, 454-469, 2015 | 96 | 2015 |
| Finite element modelling of tunnelling-induced displacements on framed structures D Boldini, N Losacco, S Bertolin, A Amorosi Tunnelling and underground space technology 80, 222-231, 2018 | 86 | 2018 |
| Fully coupled dynamic analysis of an earth dam G Elia, A Amorosi, AHC Chan, MJ Kavvadas Géotechnique 61 (7), 549-563, 2011 | 85 | 2011 |
| Numerical prediction of tunnel performance during centrifuge dynamic tests A Amorosi, D Boldini, G Falcone Acta Geotechnica 9, 581-596, 2014 | 69 | 2014 |
| Dynamic soil-structure interaction: A three-dimensional numerical approach and its application to the Lotung case study A Amorosi, D Boldini, A Di Lernia Computers and Geotechnics 90, 34-54, 2017 | 65 | 2017 |
| Seismic ground response at Lotung: Hysteretic elasto-plastic-based 3D analyses A Amorosi, D Boldini, A Di Lernia Soil Dynamics and Earthquake Engineering 85, 44-61, 2016 | 54 | 2016 |
| Experimental investigation of the evolution of elastic stiffness anisotropy in a clayey soil G Mitaritonna, A Amorosi, F Cotecchia Géotechnique 64 (6), 463-475, 2014 | 50 | 2014 |
