Closure to “Stress-Strain Degradation Response of Railway Ballast Stabilized with Geosynthetics” by Buddhima Indraratna and Sanjay Nimbalkar
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VIEW THE ORIGINAL ARTICLEAuthors: Buddhima Indraratna, F.ASCE [email protected], and Sanjay Nimbalkar [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 139, Issue 12
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References
Indraratna, B., Nimbalkar, S., and Neville, T. (2013). “Performance assessment of reinforced ballasted rail track.” Ground Improv., in press.
Indraratna, B., Nimbalkar, S., and Rujikiatkamjorn, C. (2012). “Track stabilisation with geosynthetics and geodrains, and performance verification through field monitoring and numerical modelling.” Int. J. Railway Tech., 1(1), 195–219.
Indraratna, B., Shahin, M. A., and Salim, W. (2007). “Stabilising granular media and formation soil using geosynthetics with special reference to railway engineering.” Ground Improv., 11(1), 27–44.
Raymond, G. P., and Diyaljee, V. A. (1979). “Railroad ballast load ranking classification.” J. Geotech. Engrg. Div., 105(10), 1133–1153.
Raymond, G. P., and Roney, M. D. (1978). “Stresses and deformation in railway track.” Rep. No. 78-16 TP 1862, Rep. of Canadian Institute of Guided Ground Transport (CIGGT Project No. 2.22.76), Vol. III, Queen’s Univ. at Kingston, Kingston, ON, Canada, 149.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 139 • Issue 12 • December 2013
Pages: 2233
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Jul 15, 2013
Accepted: Jul 17, 2013
Published online: Nov 15, 2013
Published in print: Dec 1, 2013
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Professor of Civil Engineering, Faculty of Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia (corresponding author). E-mail: [email protected]
Research Fellow, Faculty of Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia. E-mail: [email protected]
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