DISCUSSIONS AND CLOSURES
Sep 1, 1992
Discussion of “Uplift Behavior of Screw Anchors in Sand. I: Dry Sand” by Ashraf Ghaly, Adel Hanna, and Mikhail Hanna (May, 1991, Vol. 117, No. 5)
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VIEW THE REPLYAuthors: S. Narasimha Rao and Y. V. S. N. PrasadAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 118, Issue 9
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References
1.
Meyerhof, G. G., and Adams, J. I. (1968). “The ultimate uplift capacity of foundations.” Can. Geotech. J., 5(4), 224–244.
2.
Meyerhof, G. G. (1973). “Uplift resistance of inclined anchors and piles.” Proc. of Eighth Int. Conf. on Soil Mechanics and Foundation Engineering, 167–172.
3.
Mitsch, M. P., and Clemence, S. P. (1985). “The uplift capacity of helix anchors in sand: Uplift behavior of anchor foundations in soil.” Proc., ASCE, New York, N.Y., 26–47.
4.
Shaheen, N. A., Chang, C. S., and Demars, K. R. (1987). “Field evaluation of plate anchors theories in sand.” Offshore Tech. Conf., Houston, 521–530.
5.
Trofimenkov, J. G., and Mariupolskii, L. G. (1965). “Screw piles used for mast and tower foundations.” Proc. of Sixth Int. Conf. on Soil Mechanics and Foundation Engineering, Montreal, Canada, 328–332.
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Journal of Geotechnical Engineering
Volume 118 • Issue 9 • September 1992
Pages: 1474 - 1476
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Copyright © 1992 ASCE.
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Published online: Sep 1, 1992
Published in print: Sep 1992
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Authors
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S. Narasimha Rao
Prof., Ocean Engrg. Ctr. and Dept. of Civ. Engrg., Indian Inst. of Tech., Madras‐600 036, India
Y. V. S. N. Prasad
Res. Scholar, Ocean Engrg. Ctr., Indian Inst. of Tech., Madras‐600 036, India
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