Development of a time-frequency approach to quantify railroad ballast fouling condition using ultra-wide band ground-penetrating radar data

Imad L. Al-Qadi, Wei Xie, Douglas L. Jones, Roger Roberts

Research output: Contribution to journalArticlepeer-review

Abstract

This paper discusses the use of ground-penetrating radar (GPR) to assess railroad track substructure conditions. An ultra-wide band (UWB) GPR system, having a centre frequency at or higher than 2GHz, can be used to detect the scattering pattern and to predict air void volume in railroad ballast. A time-frequency technique was implemented to characterise the signal in time and frequency domains simultaneously. Because electromagnetic energy attenuation is highly frequency dependent, the frequency sub-bands of the reflected UWB GPR signal can be analysed separately to quantify the fouling material and quantify moisture content. Additionally, to validate the GPR system capability, a ground truth field survey was conducted. Using ballast samples collected from the field for validation, this paper shows that a time-frequency analysis may provide a new method to measure the thickness of clean ballast, detect the trapped water and assess the ballast fouling and moisture content along the track.

Original languageEnglish (US)
Pages (from-to)269-279
Number of pages11
JournalInternational Journal of Pavement Engineering
Volume11
Issue number4
DOIs
StatePublished - Aug 2010

Keywords

  • Fouling condition
  • Ground-penetrating radar
  • Railroad ballast
  • Scattering analysis
  • Ultra-wide band radar

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Mechanics of Materials

Fingerprint

Dive into the research topics of 'Development of a time-frequency approach to quantify railroad ballast fouling condition using ultra-wide band ground-penetrating radar data'. Together they form a unique fingerprint.

Cite this