Characterizing ballast degradation through Los Angeles abrasion test and image analysis

Yu Qian, Huseyin Boler, Mazian Moaveni, Erol Tutumluer, Youssef M.A. Hashash, Jamshid Ghaboussi

Research output: Chapter in Book/Report/Conference proceedingChapter

Abstract

Ballast fouling, often associated with deteriorating railroad track performance, refers to the condition in which the ballast layer changes its composition and develops a much liner grain size distribution. Fouling is commonly caused by degradation or breakage of ballast aggregates under traffic loading, although other fine materials including but not limited to coal dust, fine-grained subgrade soils, and sand can also contaminate a clean and uniformly graded ballast layer. An experimental approach is described to characterize stages of railroad ballast degradation studied through Los Angeles abrasion testing in the laboratory. An aggregate image analysis approach is used to investigate ballast particle abrasion and breakage trends at every stage through detailed quantifications of individual ballast particle size and shape properties. The experimental study indicated that the fouling index (FI) commonly used by practitioners was indeed a good indicator of fouling conditions, especially when all voids created by larger particles were filled by fine materials as Fl values approached 40. Image analysis results of ballast particles larger than 9.5 mm (% in.) scanned after a number of turns of the Los Angeles abrasion drum showed good correlations between percentage changes in aggregate shape properties, that is, imaging- based flatness and elongation, angularity and surface texture indexes, and the FI. The establishment of such relationships between in-service track fouling levels and ballast size and shape properties with similar field imaging techniques would help to understand field degradation trends better and as a result improve ballast serviceability and life-cycle performance.

Original languageEnglish (US)
Title of host publicationTransportation Research Record
PublisherNational Research Council
Pages142-151
Number of pages10
ISBN (Electronic)9780309295376
DOIs
StatePublished - Jan 1 2014

Publication series

NameTransportation Research Record
Volume2448
ISSN (Print)0361-1981
ISSN (Electronic)2169-4052

Fingerprint

Fouling
Abrasion
Image analysis
Degradation
Coal dust
Imaging techniques
Railroad tracks
Railroads
Life cycle
Elongation
Sand
Textures
Particle size
Soils
Testing
Chemical analysis

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Mechanical Engineering

Cite this

Qian, Y., Boler, H., Moaveni, M., Tutumluer, E., Hashash, Y. M. A., & Ghaboussi, J. (2014). Characterizing ballast degradation through Los Angeles abrasion test and image analysis. In Transportation Research Record (pp. 142-151). (Transportation Research Record; Vol. 2448). National Research Council. https://doi.org/10.3141/2448-17

Characterizing ballast degradation through Los Angeles abrasion test and image analysis. / Qian, Yu; Boler, Huseyin; Moaveni, Mazian; Tutumluer, Erol; Hashash, Youssef M.A.; Ghaboussi, Jamshid.

Transportation Research Record. National Research Council, 2014. p. 142-151 (Transportation Research Record; Vol. 2448).

Research output: Chapter in Book/Report/Conference proceedingChapter

Qian, Y, Boler, H, Moaveni, M, Tutumluer, E, Hashash, YMA & Ghaboussi, J 2014, Characterizing ballast degradation through Los Angeles abrasion test and image analysis. in Transportation Research Record. Transportation Research Record, vol. 2448, National Research Council, pp. 142-151. https://doi.org/10.3141/2448-17
Qian Y, Boler H, Moaveni M, Tutumluer E, Hashash YMA, Ghaboussi J. Characterizing ballast degradation through Los Angeles abrasion test and image analysis. In Transportation Research Record. National Research Council. 2014. p. 142-151. (Transportation Research Record). https://doi.org/10.3141/2448-17
Qian, Yu ; Boler, Huseyin ; Moaveni, Mazian ; Tutumluer, Erol ; Hashash, Youssef M.A. ; Ghaboussi, Jamshid. / Characterizing ballast degradation through Los Angeles abrasion test and image analysis. Transportation Research Record. National Research Council, 2014. pp. 142-151 (Transportation Research Record).
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