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Remote sensing of track degradation using InSAR : A case study of the Iron ore line

Carlvik, Frida LU ; Mirzanamadi, Raheb ; Torstensson, Peter T. ; Eriksson, Leif E. B. ; Göransson, Gunnel and Palmqvist, Carl-William LU orcid (2025) 26th EURO Working Group on Transportation In Transportation Research Procedia 86. p.313-320
Abstract
Track irregularities induce increased wheel-rail contact forces causing poor ride comfort, accelerated mechanical degradation of vehicle and track or even failures that may lead to speed restrictions or temporary track closure. Today’s monitoring of railway tracks in Sweden using measurement vehicles consumes traffic capacity and means a restriction in data collection to a few occasions per year. Remote sensing such as Interferometric Synthetic Aperture Radar (InSAR) can be used to monitor ground deformation in the close vicinity of the track with potential impact on the track substructure. The importance of geotechnical properties of the track substructure on the development of track irregularities is well known from experience and... (More)
Track irregularities induce increased wheel-rail contact forces causing poor ride comfort, accelerated mechanical degradation of vehicle and track or even failures that may lead to speed restrictions or temporary track closure. Today’s monitoring of railway tracks in Sweden using measurement vehicles consumes traffic capacity and means a restriction in data collection to a few occasions per year. Remote sensing such as Interferometric Synthetic Aperture Radar (InSAR) can be used to monitor ground deformation in the close vicinity of the track with potential impact on the track substructure. The importance of geotechnical properties of the track substructure on the development of track irregularities is well known from experience and literature and is demonstrated for example by the re-development of discrete track irregularities at the same locations after tamping. The Sentinel 1A and 1B satellites have collected data every 12th day resulting in roughly weekly observations between 2016 and 2021. This case study evaluates the relationship between ground deformation in the ascending and descending tracks, basic geological properties and track irregularity. The average negative ground movement rate measured using InSAR was higher for track segments that had experienced poor track geometry in the ascending path, especially for track built on clay, moraine or glaciofuvial deposits. A higher variance in ground motion was found in both the ascending and descending path near segments which had experienced track geometry alerts. Future work should further investigate these relationships by observing vertical and horizontal movement separately, incorporating a temporal dimension, and increasing spatial resolution, taking special consideration to variation of settlement surrounding and along the track. (Less)
Please use this url to cite or link to this publication:
author
; ; ; ; and
organization
publishing date
type
Contribution to journal
publication status
published
subject
keywords
track geometry, track settlement, maintenance, InSAR, remote sensing
in
Transportation Research Procedia
volume
86
article number
https://doi.org/10.1016/j.trpro.2025.04.040
pages
8 pages
publisher
Elsevier
conference name
26th EURO Working Group on Transportation
conference location
Lund, Sweden
conference dates
2024-09-04 - 2024-09-06
ISSN
2352-1465
DOI
10.1016/j.trpro.2025.04.040
project
Tillståndsbedömning och orsaksanalys av sättningar på järnväg med InSAR
language
English
LU publication?
yes
id
38d55c72-4883-4950-a22c-834833e28250
date added to LUP
2024-09-12 11:06:26
date last changed
2025-06-09 14:22:57
@article{38d55c72-4883-4950-a22c-834833e28250,
  abstract     = {{Track irregularities induce increased wheel-rail contact forces causing poor ride comfort, accelerated mechanical degradation of vehicle and track or even failures that may lead to speed restrictions or temporary track closure. Today’s monitoring of railway tracks in Sweden using measurement vehicles consumes traffic capacity and means a restriction in data collection to a few occasions per year. Remote sensing such as Interferometric Synthetic Aperture Radar (InSAR) can be used to monitor ground deformation in the close vicinity of the track with potential impact on the track substructure. The importance of geotechnical properties of the track substructure on the development of track irregularities is well known from experience and literature and is demonstrated for example by the re-development of discrete track irregularities at the same locations after tamping. The Sentinel 1A and 1B satellites have collected data every 12th day resulting in roughly weekly observations between 2016 and 2021. This case study evaluates the relationship between ground deformation in the ascending and descending tracks, basic geological properties and track irregularity. The average negative ground movement rate measured using InSAR was higher for track segments that had experienced poor track geometry in the ascending path, especially for track built on clay, moraine or glaciofuvial deposits. A higher variance in ground motion was found in both the ascending and descending path near segments which had experienced track geometry alerts. Future work should further investigate these relationships by observing vertical and horizontal movement separately, incorporating a temporal dimension, and increasing spatial resolution, taking special consideration to variation of settlement surrounding and along the track.}},
  author       = {{Carlvik, Frida and Mirzanamadi, Raheb and Torstensson, Peter T. and Eriksson, Leif E. B. and Göransson, Gunnel and Palmqvist, Carl-William}},
  issn         = {{2352-1465}},
  keywords     = {{track geometry; track settlement; maintenance; InSAR; remote sensing}},
  language     = {{eng}},
  month        = {{05}},
  pages        = {{313--320}},
  publisher    = {{Elsevier}},
  series       = {{Transportation Research Procedia}},
  title        = {{Remote sensing of track degradation using InSAR : A case study of the Iron ore line}},
  url          = {{http://dx.doi.org/10.1016/j.trpro.2025.04.040}},
  doi          = {{10.1016/j.trpro.2025.04.040}},
  volume       = {{86}},
  year         = {{2025}},
}