Discussion of “Predicting the Maximum Shear Modulus of Sands Containing Nonplastic Fines” by Meisam Goudarzy, Negar Rahemi, Md. Mizanur Rahman, and Tom Schanz
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 145, Issue 4
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References
Rahman, M. M., S. R. Lo, and C. T. Gnanendran. 2008. “On equivalent granular void ratio and steady state behaviour of loose sand with fines.” Can. Geotech. J. 45 (10): 1439–1456. https://doi.org/10.1139/T08-064.
Rahman, M. M., S. R. Lo, and C. T. Gnanendran. 2009. “Reply to the discussion by Wanatowski and Chu on ‘On equivalent granular void ratio and steady state behaviour of loose sand with fines’.” Can. Geotech. J. 46 (4): 483–486. https://doi.org/10.1139/T09-025.
Thevanayagam, S., T. Shenthan, S. Mohan, and J. Liang. 2002. “Undrained fragility of clean sands, silty sands, and sandy silts.” J. Geotech. Geoenviron. Eng. 128 (10): 849–859. https://doi.org/10.1061/(ASCE)1090-0241(2002849-859.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 145 • Issue 4 • April 2019
Copyright
©2019 American Society of Civil Engineers.
History
Received: Oct 23, 2017
Accepted: Jan 18, 2018
Published online: Feb 15, 2019
Published in print: Apr 1, 2019
Discussion open until: Jul 15, 2019
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College of Civil Engineering, Huaihai Institute of Technology, Cangwu Rd., Lianyungang, Jiangsu 222005, China. Email: [email protected]
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