DISCUSSIONS AND CLOSURES
Nov 1, 1999
Effects of Time on Capacity of Pipe Piles in Dense Marine Sand
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VIEW THE REPLYAuthors: John A. Focht, F. C. Chow, R. J. Jardine, F. Brucy, and J. F. NauroyAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 125, Issue 11
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References
1.
Jardine, R. J., Overy, R. F., and Chow, F. C. (1998). “Axial capacity of offshore piles in dense North Sea sands.”J. Geotech. and Geoenvir. Engrg., ASCE, 124(2), 171–178.
2.
McClelland Engineers Inc. (1967). “Appendix C, criteria for predetermining pile capacity.” Rep. Section Included for Clients of Offshore Geotech. Investigations.
3.
Pelletier, J. H., Murff, J. D., and Young, A. C. (1993). “Historical development and assessment of current API design methods for axially loaded piles.” Proc., 25th Offshore Technol. Conf., OTC 7157, 253–282.
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Published online: Nov 1, 1999
Published in print: Nov 1999
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John A. Focht
Fellow, ASCE
F. C. Chow
R. J. Jardine
F. Brucy
J. F. Nauroy
Focht Consultants Inc., 12226 Perthshire, Houston, TX 77024.
Engr., Geotechnical Consulting Group, 1A Queensberry Place, London SW7 2DL (Formerly Imperial College).
Reader, Dept. of Civ. Engrg., Imperial College Rd., London SW7 2BU.
Engr., Institut Français du Pétrole, BP 311, 92506 Rueil Malmaison, France.
Engr., Institut Français du Pétrole, BP 311, 92506 Rueil Malmaison, France.
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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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