Closure to “Laboratory Assessment of the Role of Particle Size Distribution on the Deformation and Degradation of Ballast under Cyclic Loading” by Buddhima Indraratna, Yifei Sun, and Sanjay Nimbalkar
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Buddhima Indraratna, Ph.D., F.ASCE [email protected], and Yifei Sun [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 9
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References
Indraratna, B., Lackenby, J., and Christie, D. (2005). “Effect of confining pressure on the degradation of ballast under cyclic loading.” Géotechnique, 55(4), 325–328.
Lackenby, J., Indraratna, B., McDowell, G., and Christie, D. (2007). “Effect of confining pressure on ballast degradation and deformation under cyclic triaxial loading.” Géotechnique, 57(6), 527–536.
Standards Australia. (1996). “Aggregates and rock for engineering purposes. Part 7: Railway ballast.”, Sydney, Australia.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 143 • Issue 9 • September 2017
Copyright
©2017 American Society of Civil Engineers.
History
Received: Dec 10, 2016
Accepted: Jan 18, 2017
Published online: May 22, 2017
Published in print: Sep 1, 2017
Discussion open until: Oct 22, 2017
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Affiliations
Distinguished Professor of Civil Engineering and Research Director, Centre for Geomechanics and Railway Engineering; Program Leader, ARC Centre of Excellence for Geotechnical Science and Engineering; Univ. of Wollongong, Wollongong, NSW 2522, Australia (corresponding author). E-mail: [email protected]
Ph.D. Student, Centre for Geomechanics and Railway Engineering; Univ. of Wollongong, Wollongong, NSW 2522, Australia. E-mail: [email protected]
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