This paper presents direct track deflection data measured by the Video Gauge (VG), (a Digital Image Correlation method) that is used to remotely determine track stiffness characteristics. Two cases are discussed. Firstly, the deflection performance of two novel ballastless trackforms are coupled with an analytical model to assess their stiffness properties for known train loads. Secondly, the performance of a bridge transition is evaluated under live train passages by the VG; the traffic loads are assumed based on train type to allow track stiffness interpretation from a number of train passes. A track deflection bowl is assessed to show the performance of the transition. The paper initially discusses the DIC technique and the importance and assessment of track stiffness. It then presents the VG deflection data, the global support stiffnesses and deflection bowls. It shows these novel methods to be consistent with other approaches of track stiffness evaluation. It concludes on how this methodology can be utilised in the railway industry for assessing trackbed performance of critical zones without the need for track possessions.
Funding
The authors wish to thank the Engineering and Physical Sciences research Council (EPSRC) and the Centre for Innovative and Collaborative Construction Engineering at Loughborough University for provision of a grant (number EPG037272) to undertake this research project in collaboration with LB Foster Rail Technologies UK Ltd.
History
School
Architecture, Building and Civil Engineering
Published in
Proceedings of the ICE - Transport
Volume
173
Issue
4
Pages
245 - 257
Citation
GALLOU, M. ... et al, 2018. The application of track deflection measurements made by the video gauge. Proceedings of the ICE - Transport, 173 (4), pp.245-257.
This work is made available according to the conditions of the Creative Commons Attribution-NonCommercial 4.0 International (CC BY-NC 4.0) licence. Full details of this licence are available at: https://creativecommons.org/licenses/by-nc/4.0/
Acceptance date
2018-05-21
Publication date
2018-06-26
Notes
This paper was accepted for publication in the journal Proceedings of the ICE - Transport and the definitive published version is available at https://doi.org/10.1680/jtran.18.00003