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Environmental and Track Factors That Contribute to Abrasion Damage

[+] Author Affiliations
Kyle A. Riding, Hossein Mosavi

University of Florida, Gainesville, FL

Robert J. Peterman, Matthew Brueseke, Koby Daily, Wyatt Risovi-Hendrickson

Kansas State University, Manhattan, KS

Spencer Guthrie

Brigham Young University, Provo, UT

Paper No. JRC2018-6166, pp. V001T01A009; 10 pages
  • 2018 Joint Rail Conference
  • 2018 Joint Rail Conference
  • Pittsburgh, Pennsylvania, USA, April 18–20, 2018
  • Conference Sponsors: Rail Transportation Division
  • ISBN: 978-0-7918-5097-8
  • Copyright © 2018 by ASME


Sites with known occurrences of mud pumping or other track concerns were investigated to determine the prevalence of concrete bottom tie abrasion and environmental and track conditions that could contribute to its occurrence. Field investigations showed that it occurs in diverse geographic locations around the U.S. and is a source of continued maintenance concern for railroads. Water appeared to be a significant factor involved in concrete bottom tie abrasion. Ballast fouling, center-binding cracking, rail surface profile variations, and large track movement during loading was seen in locations with concrete bottom tie abrasion. Bumps or track stiffness changes were often found at locations of abrasion damage. Specifically, some locations with known stiff track conditions exhibited significant abrasion damage.

Copyright © 2018 by ASME
Topics: Abrasion , Damage



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