Discussion of “Modeling the Stone Column Behavior in Soft Ground with Special Emphasis on Lateral Deformation” by Sudip Basack, Buddhima Indraratna, Cholachat Rujikiatkamjorn, and Firman Siahaan
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 144, Issue 5
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References
Hewlett, W. J., and Randolph, M. E. (1988). “Analysis of piled embankments.” Ground Eng., 12–18.
Low, B. K., Tang, S. K., and Choa, V. (1994). “Arching in piled embankments.” J. Geotech. Eng., 1917–1938.
Madhav, M. R., Suresh, K., and Nirmala, P. E. C. (2010). “Creep settlement rates of granular pile reinforced ground.” Proc., Natural Conf., Indian Institute of Technology Bombay, Mumbai, India.
Rajapakse, R. K. N. D., and Selvadurai, A. P. S. (1991). “Response of circular footings and anchor plates in non-homogeneous elastic soils.” Int. J. Numer. Anal. Methods Geomech., 15(7), 457–470.
Sexton, B. G., McCabe, B. A., Karstunen, M., and Sivasithamparam, N. (2016). “Stone column settlement performance in structured anisotropic clays: The influence of creep.” J. Rock Mech. Geotech. Eng., 8(5), 672–688.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 144 • Issue 5 • May 2018
Copyright
©2018 American Society of Civil Engineers.
History
Received: Jul 12, 2017
Accepted: Sep 13, 2017
Published online: Mar 13, 2018
Published in print: May 1, 2018
Discussion open until: Aug 13, 2018
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P.E.
Chief Engineer, Oweis Engineering, Inc., 100 E. Hanover Ave., Suite 101, Cedar Knolls, NJ 07927. E-mail: [email protected]
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