| Machine learning approach for pavement performance prediction P Marcelino, M de Lurdes Antunes, E Fortunato, MC Gomes International Journal of Pavement Engineering 22 (3), 341-354, 2021 | 274* | 2021 |
| Renovação de plataformas ferroviárias: Estudos relativos à capacidade de carga EMC Fortunato | 137 | 2005 |
| Transition zones to railway bridges: track measurements and numerical modelling A Paixão, E Fortunato, R Calçada Engineering structures 80, 435-443, 2014 | 135 | 2014 |
| Design and construction of backfills for railway track transition zones A Paixao, E Fortunato, R Calçada Proceedings of the Institution of Mechanical Engineers, Part F: Journal of …, 2015 | 125 | 2015 |
| The effect of differential settlements on the dynamic response of the train–track system: A numerical study A Paixão, E Fortunato, R Calçada Engineering structures 88, 216-224, 2015 | 91 | 2015 |
| Under sleeper pads in transition zones at railway underpasses: numerical modelling and experimental validation C Alves Ribeiro, A Paixão, E Fortunato, R Calçada Structure and Infrastructure Engineering 11 (11), 1432-1449, 2015 | 88 | 2015 |
| Numerical simulations to improve the use of under sleeper pads at transition zones to railway bridges A Paixão, JN Varandas, E Fortunato, R Calçada Engineering structures 164, 169-182, 2018 | 87 | 2018 |
| Photogrammetry for digital reconstruction of railway ballast particles–A cost-efficient method A Paixão, R Resende, E Fortunato Construction and Building Materials 191, 963-976, 2018 | 78 | 2018 |
| Comprehensive performance indicators for road pavement condition assessment P Marcelino, M Lurdes Antunes, E Fortunato Structure and Infrastructure Engineering 14 (11), 1433-1445, 2018 | 74 | 2018 |
| On the use of under sleeper pads in transition zones at railway underpasses: experimental field testing A Paixão, C Alves Ribeiro, N Pinto, E Fortunato, R Calçada Structure and Infrastructure Engineering 11 (2), 112-128, 2015 | 71 | 2015 |
| A numerical study on the influence of backfill settlements in the train/track interaction at transition zones to railway bridges A Paixão, E Fortunato, R Calçada Proceedings of the Institution of Mechanical Engineers, Part F: Journal of …, 2016 | 63 | 2016 |
| GPR laboratory tests for railways materials dielectric properties assessment F De Chiara, S Fontul, E Fortunato Remote sensing 6 (10), 9712-9728, 2014 | 63 | 2014 |
| Characterization of the fouled ballast layer in the substructure of a 19th century railway track under renewal E Fortunato, A Pinelo, MM Fernandes Soils and foundations 50 (1), 55-62, 2010 | 58 | 2010 |
| Long-term deformation of railway tracks considering train-track interaction and non-linear resilient behaviour of aggregates–a 3D FEM implementation JN Varandas, A Paixão, E Fortunato, BZ Coelho, P Hölscher Computers and Geotechnics 126, 103712, 2020 | 55 | 2020 |
| Railway track transition zones: design, construction, monitoring and numerical modelling E Fortunato, A Paixão, R Calçada International Journal of Railway Technology 2 (4), 33-58, 2013 | 55 | 2013 |
| Case study to promote the use of industrial byproducts: the relevance of performance tests A Gomes Correia, AJ Roque, S Ferreira, E Fortunato American Society for Testing Materials, 2012 | 54 | 2012 |
| Geomechanical assessment of an inert steel slag aggregate as an alternative ballast material for heavy haul rail tracks BG Delgado, AV da Fonseca, E Fortunato, A Paixão, R Alves Construction and Building Materials 279, 122438, 2021 | 51 | 2021 |
| Mechanical behavior of inert steel slag ballast for heavy haul rail track: Laboratory evaluation BG Delgado, AV da Fonseca, E Fortunato, P Maia Transportation Geotechnics 20, 100243, 2019 | 50 | 2019 |
| A Numerical Study on the Stress Changes in the Ballast Due to Train Passages JN Varandas, A Paixão, E Fortunato, P Hölscher Procedia Engineering 143, 1169-1176, 2016 | 50 | 2016 |
| A study on the dynamic train-track interaction over cut-fill transitions on buried culverts JN Varandas, A Paixão, E Fortunato Computers & Structures 189, 49-61, 2017 | 44 | 2017 |