Closure to “Roles of Particle Breakage and Drainage in the Isotropic Compression of Sand to High Pressures” by Woongju Mun and John S. McCartney
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VIEW THE ORIGINAL ARTICLEAuthors: Woongju Mun, Ph.D., S.M.ASCE [email protected], and John S. McCartney, Ph.D., F.ASCE [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 145, Issue 4
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References
Nakata, Y., Y. Kato, M. Hyodo, A. F. L. Hyde, and H. Murata. 2001. “One-dimensional compression behavior of uniformly graded sand related to single particle crushing strength.” Soils Found. 41 (2): 39–51. https://doi.org/10.3208/sandf.41.2_39.
Sun, Y., Y. Xiao, and K. F. Hanif. 2015. “Compressibility dependence on grain size distribution and relative density in sands.” Sci. China Technol. Sci. 58 (3): 443–448. https://doi.org/10.1007/s11431-015-5768-5.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 145 • Issue 4 • April 2019
Copyright
©2019 American Society of Civil Engineers.
History
Received: Aug 23, 2018
Accepted: Oct 5, 2018
Published online: Feb 15, 2019
Published in print: Apr 1, 2019
Discussion open until: Jul 15, 2019
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Affiliations
Senior Staff Engineer and Laboratory Manager, Hushmand Associates, Inc., 250 Goddard, Irvine, CA 92618. Email: [email protected]
P.E.
Professor and Department Chair, Dept. of Structural Engineering, Univ. of California, San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085 (corresponding author). Email: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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