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Testing railway tracks at 1:1 scale at CEDEX Track Box




                       CTB has been used since its construction, 12 years ago to research on different matters of rail
                   way tracks founded on hard soils such as: measurement of track vertical stiffness under different
                   track  conditions,  determination  of track  lateral  stability,  determination  and  interpretation
                   of ballast permanent settlement curves in fatigue tests, calculation of rail deflections under
                   the pass-by of trains at very high speeds, up to 450 km/h, behaviour of sleepers with USP,
                   optimization of bituminous sub ballast thickness, , behaviour of High Speed Lines subjected to
                   mixed traffic and calibration of 3D numerical models.
                   Furthermore, it can be also used to study the influence of ground irregularities in the behaviour
                   of slab tracks, to optimize the maintenance works in slab-ballast transition zones or to analyse
                   the ballast degradation in switches or crossings.
                   The recent deployment of a 3 Hz natural frequency spring system at the base of CTB will allow
                   in the future to assess experimentally the behaviour of ballasted and slab tracks founded on
                   soft soils.
                   6.     References


                   •  CUÉLLAR, V. (2016). Comportamiento dinámico de líneas férreas con balasto bajo cargas
                       verticales. Ingeniería Civil 183, pp. 79-108.
                   •  ESTAIRE,  J.,  CUÉLLAR,  V.  y  CÁMARA,  J.  L.  (2017).  Settlement  laws  of  bed  layers  of  a
                       ballast track as determined in 1:1 scale models performed in CEDEX Track Box. Int. Conf.
                       Transportation Geotechnics and Geoecology (to be published)
                   •  ESTAIRE, J., y SANTANA, M. (2017). Large direct shear tests performed with fresh ballast (to
                       be published in Symposium on Railroad Ballast Testing and Properties, ASTM, 2018).
                   •  ESTAIRE, J., CUÉLLAR, V. y SANTANA, M. (2017). Track lateral stability tests performed in
                       CEDEX Track Box and their modelling. Revista Geotecnia, nº 140 – July 2017 (pp. 03-30)
                   •  FRYBA, L. (1999). Vibration of solids and Structures under Moving Loads. Thomas Telford.
                   •  KISH, A. (2011). On the fundamentals of track lateral resistance. AREMA.

                   •  MANZANAS, J., MORENO, J., CUÉLLAR, V., ANDREU, M.A. y NAVARRO, F. (2007). CEDEX´s
                       experimental facility for testing railway tracks. Proc. 14th European Conf. Soil. Mech. Vol
                       4, 2037-2055.
                   •  RIVAS.  Deliverable  D3.7  Part  A.  (2013)  Results  of  laboratory  tests  for  ballasted  track
                       mitigation measures. CEDEX Track Box.
                   •  SAMAVEDAM,  G.,  SLUZ, A.  y  KISH, A.  (1999). The  effect  of  realignment  on  track  lateral
                       stability. AREMA



                   7.     Acknowledgements

                   The authors of the paper want to acknowledge all the people who have worked in CTB during
                   all its working life: Francisco Navarro, Miguel A. Andreu, Juan L. Cámara, Ricardo Fernández,
                   Francisco González, Inés Crespo, Raul Reinoso, Ángel Carballo, Gema Villar. Pedro León, Antonio
                   García, José M. Cerezo y José L. F. Rocha.











                   International Congress on High-speed Rail: Technologies and Long Term Impacts - Ciudad Real (Spain) - 25th anniversary Madrid-Sevilla corridor  217
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