DISCUSSIONS AND CLOSURES
Dec 1, 1992
Closure to “Design of Piles in Permafrost under Combined Lateral and Axial Load” by A. Foriero and B. Ladanyi (September, 1991, Vol. 5, No. 3)
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: A. Foriero and B. Ladanyi, Fellow, ASCEAuthor Affiliations
Publication: Journal of Cold Regions Engineering
Volume 6, Issue 4
0887-381X(1992)6:4(164)/asset/9013780e-c9d3-469c-854a-0b941a86065e/assets/(asce)0887-381x(1992)6:4(164).fp.png)
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References
1.
Foriero, A., and Ladanyi, B. (1991). “Generalized finite‐element algorithm for laterally loaded piles in permafrost in comparison with measurements.” Can. Geotech. J., 28(4), 523–541.
2.
Hetenyi, M. (1946). Beams on elastic foundations. Univ. of Michigan Press, Ann Arbor, Mich., 127–140.
3.
Nyman, K. J., and Bird, H. W. (1984). “Design for partially embedded piles in permafrost.” Proc. Cold Regions Engrg. Specialty Conf, Canadian Society for Civ. Engrg., Montreal, Canada, 145–160.
4.
Reddy, A. S., and Valsangar, A. J. (1970). “Buckling of fully and partially embedded piles.” J. Soil Mech. Found. Engrg. Div., ASCE, 96(6), 1951–1965.
Information & Authors
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Published In
Journal of Cold Regions Engineering
Volume 6 • Issue 4 • December 1992
Pages: 164 - 166
Copyright
Copyright © 1992 ASCE.
History
Published online: Dec 1, 1992
Published in print: Dec 1992
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Authors
Affiliations
A. Foriero
Res. Assoc., Dept. of Civ. Engrg., École Polytechnique, P.O. Box 6079, Station “A,” Montreal, Quebec, H3C 3A7, Canada
B. Ladanyi, Fellow, ASCE
Prof., Dept. of Civ. Engrg., École Polytechnique, P.O. Box 6079, Station “A,” Montreal, Quebec, H3C 3A7, Canada
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