Discussion of “Micromechanics-Based Investigation of Fouled Ballast Using Large-Scale Triaxial Tests and Discrete Element Modeling” by Ngoc Trung Ngo, Buddhima Indraratna, and Cholachat Rujikiatkamjorn
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 9
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References
Cundall, P. A. (1971). “A computer model for simulating progressive large scale movements in blocky rock systems.” Proc., Symp. of the Int. Society of Rock Mechanics, Vol. 1, Nancy, France, Paper No. II-8.
Cundall, P. A., and Strack, O. D. L. (1979). “A discrete numerical model for granular assemblies.” Geotechnique, 29(1), 47–65.
ITASCA. (2014). Particle flow code in three dimensions (PFC3D), Minneapolis.
Kenney, T. C. (1967). “The influence of mineralogical composition on the residual strength of natural soils.” Proc., Oslo Geotechnical Conf. on the Shear Strength Properties of Natural Soils and Rocks, Vol. 1, Norwegian Geotechnical Institute, Oslo, Norway, 123–129.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 143 • Issue 9 • September 2017
Copyright
©2017 American Society of Civil Engineers.
History
Received: Jan 5, 2017
Accepted: Feb 14, 2017
Published online: Jul 5, 2017
Published in print: Sep 1, 2017
Discussion open until: Dec 5, 2017
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P.Eng.
Managing Director, GAEA Engineering Ltd., 33Ashby Field Rd., Brampton, ON, Canada L6X 0R4. E-mail: [email protected]
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