Influence of track foundation on the performance of ballast and concrete slab tracks under cyclic loading: Physical modelling and numerical model calibration

Author:

Ramos A.,Gomes Correia A.,Calçada R.,Alves Costa P.,Esen A.,Woodward P.K.,Connolly D.P.,Laghrouche O.

Funder

Fundação para a Ciência e a Tecnologia

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference49 articles.

1. Dynamic response of high-speed ballasted railway tracks: 3D periodic model and in situ measurements;Chebli;Soil Dyn. Earthquake Eng.,2008

2. The dynamic response of slab track constructions and their benefit with respect to conventional ballasted track;Bezin;Veh. Syst. Dyn.,2010

3. Field assessment of the performance of a ballasted rail track with and without geosynthetics;Indraratna;J. Geotech. Geoenviron. Eng.,2010

4. Modelling of continuous and discontinuous floating slab tracks in a tunnel using a periodic approach;Gupta;J. Sound Vib.,2010

5. Long-term behavior and performance of ballastless track superstructure on China's Suining-Chongqing railway line;Lin;Proc. ASME Joint Rail Conf.,2010

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