Technical Papers
Mar 25, 2020

Heavy Haul Operation: Issues and Remedies

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 146, Issue 6

Abstract

The paper investigates the causes of high-rate rail/weld failure on a heavy haul track using real life rail weld fracture data. The results show that despite the significant progress in rail manufacturing, and rail welding technology, the failure rate has not dropped significantly. Thus, it is postulated with an analysis that the failure rate may be linked with the current high value of allowable bending fatigue stress and current track maintenance standard; the analysis gives insights on the requirement of construction and maintenance of a heavy haul track to a high standard. The analysis would also be helpful to establish heavy haul track maintenance and operation strategy with rail wear and deteriorating track stiffness. The paper sheds light on some causes of rail/weld failure and suggests remedial measures. Finally, further research is suggested toward a new rail section/s for heavy haul operation.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

References

Ahlf, R. 2003. “Chapter: Ballast.” In Fundamentals of railway engineering, light rail transit, rapid transit, and commuter rail systems. Madison, WI: Univ. of Wisconsin-Extension.
AREMA (American Railway Engineering and Maintenance-of-Way Association). 2019a. Vol. 1 of Manual for railway engineering: Track. Lanham, MD: AREMA.
AREMA (American Railway Engineering and Maintenance-of-Way Association). 2019b. Vol. 4 of Manual for railway engineering: Track, systems management. Lanham, MD: AREMA.
e-fatigue. 2006. “Constant amplitude stress-life technical background.” Accessed February 10, 2006. https://www.efatigue.com/constantamplitude/background/stresslife.html.
EPI Inc. 2013. “Metal fatigue.” Accessed January 20, 2006. http://www.epieng.com/mechanical_engineering_basics/fatigue_in_metals.htm.
Esveld, C. 2001. Modern railway technology. Zaltbommel, Netherlands: MRT-Productions.
Hasan, N. 2015. “Allowable bending fatigue stress of rails.” Pract. Period. Struct. Des. Constr. 20 (2): 04014033. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000228.
Hasan, N. 2020. “Speed, fatigue test, and P2 load limit: Fatigue strength of railroad rail.” J. Transp. Eng. 146 (1): 06019001. https://doi.org/10.1061/JTEPBS.0000287.
Hay, W. W. 1953. Railroad engineering. New York: Wiley.
Lichtberger, B. 2005. Track compendium: Formation, permanent way, maintenance, economics. Hamburg, Germany: Eurail Press.
Steele R. K. 1975. “Requirements for the reliability assessment of railroad rail, railroad track mechanics and technology.” In Proc., Symp. held at Princeton University. New York: Pergamon Press.
Steenbergen, M. J. M. M., and C. Esveld. 2006a. “Rail weld geometry and assessment concepts.” Proc. Inst. Mech. Eng. 220 (3): 257–271. https://doi.org/10.1243/09544097JRRT38.
Steenbergen, M. J. M. M., and C. Esveld. 2006b. “Relation between the geometry of rail welds and the dynamic wheel-rail response: Numerical simulations for measured welds.” Proc. Inst. Mech. Eng. 220 (4): 409–423. https://doi.org/10.1243/0954409JRRT87.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 146Issue 6June 2020

History

Received: Jul 31, 2019
Accepted: Oct 11, 2019
Published online: Mar 25, 2020
Published in print: Jun 1, 2020
Discussion open until: Aug 25, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Practice Expert-Trackwork Engineering, Rail & Transit, Engineering, Design & Project Management, SNC-Lavalin Inc., 745 Thurlow St., Vancouver, BC, Canada V6E 0C5. ORCID: https://orcid.org/0000-0002-0124-5005. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share