Inspection of railroad ballast using geophysical method

Railroad ballast deterioration is responsible for the majority of differential settlement of tracks, resulting in poor track geometry. Traditionally, ballast is replaced only when it has visually deteriorated, resulting in the planning and programming of maintenance and renewals currently being cond...

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Bibliographic Details
Published inThe international journal of pavement engineering Vol. 11; no. 4; pp. 309 - 317
Main Authors Plati, C., Loizos, A., Papavasiliou, V.
Format Journal Article
LanguageEnglish
Published Abingdon Taylor & Francis Group 01.08.2010
Taylor & Francis LLC
Subjects
Ballast
Deterioration
Geophysics
GPR
Inspection
non-destructive
Nondestructive testing
Programming
Radar systems
railroad
Railroad engineering
Railroad tracks
Railroads
trackbed
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Summary:Railroad ballast deterioration is responsible for the majority of differential settlement of tracks, resulting in poor track geometry. Traditionally, ballast is replaced only when it has visually deteriorated, resulting in the planning and programming of maintenance and renewals currently being condition driven. However, there is a significant potential cost saving if ballast deterioration can be detected earlier. Among the various geophysical inspection methods, ground-penetrating radar (GPR) seems to be the most advanced non-destructive testing technique in terms of application to railroad ballast assessment. The present paper investigates the applicability of the GPR system in terms of ballast inspection and concludes on the capability of the GPR technique to assess adequately the ballast quality, as well as the trackbed formation.
Bibliography:ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
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ISSN:1029-8436
1477-268X
DOI:10.1080/10298431003749741