TY - JOUR
T1 - Time-frequency approach for ground penetrating radar data analysis to assess railroad ballast condition
AU - Al-Qadi, Imad L.
AU - Xie, Wei
AU - Roberts, Roger
N1 - Funding Information:
The help provided by Erol Tutumluer, Chris Barkan, and Jeff Boyle is greatly appreciated. This research was partially funded by Federal Railroad Administration Project DTFR53-05-D-00200. The contents of this article reflect the view of the authors, who are responsible for the facts and the accuracy of the data presented herein. The contents do not necessarily reflect the official views or policies of the FRA. Trademark or manufacturers’ names appear in this article only because they are considered essential to the object of this article and do not constitute an endorsement of product by the FRA. This article does not constitute a standard, specification, or regulation.
PY - 2008
Y1 - 2008
N2 - Railroad ballast plays an important role in supporting heavy rail loading, preventing the deformation of track, and providing drainage of water from the track structure. However, over time, ballast is fouled by the breakdown of ballast aggregate and/or the infiltration of fines, which undermine ballast functions. This may result in damage to the rail system, such as track settlement. Ground penetrating radar (GPR), a nondestructive method, can be used to rapidly, effectively, and continuously assess railroad track substructure conditions. Ballast under various fouling conditions generates various electromagnetic (EM) scattering patterns. In this study, air-coupled 2 GHz antenna was found to be sensitive to the scattering pattern change. Appropriate data processing was used to remove the effects of ties and rails to obtain clear GPR images of the subsurface layers. Then, the amplitude envelope and time-frequency approaches were implemented to characterize the signal in time and frequency domains simultaneously. Using these techniques, non-fouled ballast thickness can be assessed and trapped water can be detected, along the track.
AB - Railroad ballast plays an important role in supporting heavy rail loading, preventing the deformation of track, and providing drainage of water from the track structure. However, over time, ballast is fouled by the breakdown of ballast aggregate and/or the infiltration of fines, which undermine ballast functions. This may result in damage to the rail system, such as track settlement. Ground penetrating radar (GPR), a nondestructive method, can be used to rapidly, effectively, and continuously assess railroad track substructure conditions. Ballast under various fouling conditions generates various electromagnetic (EM) scattering patterns. In this study, air-coupled 2 GHz antenna was found to be sensitive to the scattering pattern change. Appropriate data processing was used to remove the effects of ties and rails to obtain clear GPR images of the subsurface layers. Then, the amplitude envelope and time-frequency approaches were implemented to characterize the signal in time and frequency domains simultaneously. Using these techniques, non-fouled ballast thickness can be assessed and trapped water can be detected, along the track.
KW - Ballast
KW - Fouling thickness
KW - Ground penetrating radar
KW - Pavement
KW - Railroad
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U2 - 10.1080/09349840802015107
DO - 10.1080/09349840802015107
M3 - Article
AN - SCOPUS:53449085373
SN - 0934-9847
VL - 19
SP - 219
EP - 237
JO - Research in Nondestructive Evaluation
JF - Research in Nondestructive Evaluation
IS - 4
ER -