Transition zones to railway bridges: track measurements and numerical modelling A Paixão, E Fortunato, R Calçada Engineering structures 80, 435-443, 2014 | 126 | 2014 |
Design and construction of backfills for railway track transition zones A Paixao, E Fortunato, R Calcada Proceedings of the Institution of Mechanical Engineers, Part F: Journal of …, 2013 | 119 | 2013 |
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 | 87 | 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 | 80 | 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 | 75 | 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 | 72 | 2018 |
On the use of under sleeper pads on transition zones at railway underpasses: experimental field testing R Paixão, A., Alves Ribeiro, C., Pinto, N.M.P, R., Fortunato, E. & Calçada Structure and Infrastructure Engineering 11 (2), 112-128, 2015 | 64 | 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 | 53 | 2016 |
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 | 50 | 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 | 50 | 2013 |
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 | 48 | 2016 |
Transition zones in railway tracks: An experimental and numerical study on the structural behaviour ALM Paixão PQDT-Global, 2014 | 46 | 2014 |
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 | 41 | 2021 |
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 | 40 | 2017 |
Railway track condition assessment at network level by frequency domain analysis of GPR data S Fontul, A Paixão, M Solla, L Pajewski Remote Sensing 10 (4), 559, 2018 | 38 | 2018 |
Abrasion evolution of steel furnace slag aggregate for railway ballast: 3D morphology analysis of scanned particles by close-range photogrammetry A Paixão, E Fortunato Construction and Building Materials 267, 121225, 2021 | 36 | 2021 |
Smartphone’s Sensing Capabilities for On‐Board Railway Track Monitoring: Structural Performance and Geometrical Degradation Assessment A Paixão, E Fortunato, R Calçada Advances in civil engineering 2019 (1), 1729153, 2019 | 33 | 2019 |
Non-linear behaviour of geomaterials in railway tracks under different loading conditions A Paixão, JN Varandas, E Fortunato, R Calçada Procedia engineering 143, 1128-1135, 2016 | 31 | 2016 |
A contribution for integrated analysis of railway track performance at transition zones and other discontinuities A Paixão, E Fortunato, R Calçada Construction and Building Materials 111, 699-709, 2016 | 27 | 2016 |
Close-range photogrammetry for 3D rock joint roughness evaluation A Paixão, J Muralha, R Resende, E Fortunato Rock Mechanics and Rock Engineering 55 (6), 3213-3233, 2022 | 26 | 2022 |