The measurement of track displacement during the passage of a train is an important parameter for the assessment of track condition. Digital image correlation (DIC) is a non-contact camera-based technology that can be used to measure these displacements. However, ground vibrations induced by the train can result in camera movement, adding error to the measured displacement. This paper presents a two-camera method that can account for the camera movement when measuring track displacements using DIC. The method is validated on a stationary track and then used to measure track displacement during the passage of two trains travelling at different velocities. The results of the two-camera method are then compared to the track displacements found using a low-pass filter. The two-camera method was found successfully to reduce error due to camera movement while removing the subjectivity of choosing a cut-off frequency for filtering.
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October 2016
Editors
Research Article|
March 16 2016
Measurement of rail deflection on soft subgrades using DIC
Lisa N. Wheeler, BSc;
Lisa N. Wheeler, BSc
Research Student
Department of Civil Engineering, Queen's University, Kingston, Ontario, Canada
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W. Andy Take, PhD, PEng;
W. Andy Take, PhD, PEng
Canada Research Chair in Geotechnical Engineering
Department of Civil Engineering, Queen's University, Kingston, Ontario, Canada (corresponding author: andy.take@civil.queensu.ca)
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Neil A. Hoult, PhD, PEng
Neil A. Hoult, PhD, PEng
Associate Professor
Department of Civil Engineering, Queen's University, Kingston, Canada
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Publisher: Emerald Publishing
Received:
November 12 2015
Accepted:
February 05 2016
Online ISSN: 1751-8563
Print ISSN: 1353-2618
ICE Publishing: All rights reserved
2016
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering (2016) 169 (5): 383–398.
Article history
Received:
November 12 2015
Accepted:
February 05 2016
Citation
Wheeler LN, Take WA, Hoult NA (2016), "Measurement of rail deflection on soft subgrades using DIC". Proceedings of the Institution of Civil Engineers - Geotechnical Engineering, Vol. 169 No. 5 pp. 383–398, doi: https://doi.org/10.1680/jgeen.15.00171
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