DISCUSSIONS AND CLOSURES
May 1, 1996
Discussion: State Parameter from Self-Boring Pressuremeter Tests in Sand
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VIEW THE REPLYAuthors: Debasis Roy, Associate Member, ASCE,, Richard G. Campanella, Member, ASCE,, John Hughes, Member, ASCE,, and Peter M. ByrneAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 122, Issue 5
0733-9410(1996)122:5(413)/asset/784f8367-3391-45b0-a367-390609fe8652/assets/(asce)0733-9410(1996)122:5(413).fp.png)
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References
1.
Been, K., Jefferies, M. G., and Hachey, J.(1991). “The critical state of sands.”Géotechnique, London, England, 41(2), 365–381.
2.
Vaid, Y. P., Chung, E. K. F., and Kuerbis, R. H.(1990). “Stress path and steady state.”Canadian Geotech. J., 27(1), 1–7.
3.
Vaid, Y. P., and Chern, J. C. (1985). “Cyclic and monotonic undrained response of saturated sands.”Advances in the Art of Testing of Soils Under Cyclic Conditions, ASCE, New York, N.Y., 120–147.
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Published In
Journal of Geotechnical Engineering
Volume 122 • Issue 5 • May 1996
Pages: 413 - 414
Copyright
Copyright © 1996 American Society of Civil Engineers.
History
Published online: May 1, 1996
Published in print: May 1996
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Authors
Affiliations
Debasis Roy, Associate Member, ASCE,
Grad. Student, Dept. of Civ. Engrg., Univ. of British Columbia, Vancouver, V6T 1Z4, Canada.
Richard G. Campanella, Member, ASCE,
Prof., Dept. of Civ. Engrg., Univ. of British Columbia, Vancouver, V6T 1Z4, Canada.
John Hughes, Member, ASCE,
Hughes In-Situ Engineering, Inc., 3009 St. Andrews Ave., North Vancouver, Canada.
Peter M. Byrne
Prof., Dept. of Civ. Engrg., Univ. of British Columbia, Vancouver, Canada.
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