Discussion of “Mitigation of Ground Vibration Generated by High-Speed Trains on Saturated Poroelastic Ground with Under-Sleeper Pads” by Zhigang Cao, Yuanqiang Cai, and Jie Han
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Transportation Engineering
Volume 141, Issue 1
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References
Kaewunruen, S. (2010). “Performance review of under-sleeper pads (USPs) for impact mitigation.”, RailCorp Technical Services, Sydney, Australia.
Kaewunruen, S. (2012). “In situ performance of under-sleeper pads (USPs) at glued insulated joints (GIJs).”, RailCorp Technical Services, Sydney, Australia.
Kaewunruen, S., and Remennikov, A. M. (2006). “Sensitivity analysis of free vibration characteristics of an in situ railway concrete sleeper to variations of rail pad parameters.” J. Sound Vibr., 298(1–2), 453–461.
Schneider, P., Bolmsvik, R., and Nielsen, J. C. O. (2011). “In situ performance of a ballasted railway track with under sleeper pads.” J. Rail Rapid Transit, 225(3), 299–309.
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Published In
Journal of Transportation Engineering
Volume 141 • Issue 1 • January 2015
Copyright
© 2014 American Society of Civil Engineers.
History
Received: Jan 29, 2014
Accepted: Apr 25, 2014
Published online: Sep 23, 2014
Published in print: Jan 1, 2015
Discussion open until: Feb 23, 2015
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Technical Specialist, RailCorp—Track Engineering, Level 13, 477 Pitt St., Sydney, NSW 2000, Australia; and Visiting Executive Fellow, Dept. of Civil and Environmental Engineering, Massachusetts Institute of Technology, Cambridge, MA 02139-4307. E-mail: [email protected]; [email protected]; and [email protected]
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