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André Paixão
André Paixão
Assistant Researcher at LNEC
Verified email at lnec.pt
Title
Cited by
Cited by
Year
Transition zones to railway bridges: track measurements and numerical modelling
A Paixão, E Fortunato, R Calçada
Engineering structures 80, 435-443, 2014
1232014
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
1172013
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
862015
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
792015
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
732018
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
712018
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
642015
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
522016
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
492013
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
472020
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
472016
Transition zones in railway tracks: An experimental and numerical study on the structural behaviour
ALM Paixão
PQDT-Global, 2014
462014
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
392017
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
382018
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
372021
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
362021
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
312019
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
312016
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
272016
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
262022
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