Discussion of “Peak Shear Strength and Dilatancy of a Pleistocene Age Sand” by Michael P. Esposito III and Ronald D. Andrus
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 144, Issue 2
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References
Esposito, M. P., and Andrus, R. D. (2017). “Peak shear strength and dilatancy of a Pleistocene age sand.” J. Geotech. Geoenviron. Eng., 04016079.
Mesri, G. (1993). “Aging of soils.” Invited lecture, Simposio Sobre Envejecimiento de Suelos, Mexican Geotechnical Society, Mexico City, 1–29.
Mesri, G., Feng, T. W., and Benak, J. M. (1990). “Postdensification penetration resistance of clean sands.” J. Geotech. Geoenviron. Eng., 1095–1115.
Mesri, G., and Vardhanabhuti, B. (2009). “Compression of granular materials.” Can. Geotech. J., 46(4), 369–392.
Terzaghi, K., Peck, R. B., and Mesri, G. (1996). Soil mechanics in engineering practice, 3rd Ed., Wiley, New York, 549.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 144 • Issue 2 • February 2018
Copyright
©2017 American Society of Civil Engineers.
History
Received: Jan 11, 2017
Accepted: Feb 14, 2017
Published online: Nov 21, 2017
Published in print: Feb 1, 2018
Discussion open until: Apr 21, 2018
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Ralph B. Peck Professor, Dept. of Civil Engineering, Univ. of Illinois at Urbana–Champaign, Urbana, IL 61801 (corresponding author). E-mail: [email protected]
T. Kane, S.M.ASCE
Graduate Student, Dept. of Civil Engineering, Univ. of Illinois at Urbana–Champaign, Urbana, IL 61801.
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