DISCUSSIONS AND CLOSURES
Jul 1, 1992

Discussion of “Improved Design Procedures for Vertically Loaded H‐Piles in Sand” by H. M. Coyle and R. Ungaro (March, 1991, Vol. 117, No. 3)

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References

1.
Bowles, J. E. (1988). Foundation analysis and design, 4th Ed., McGraw‐Hill Book Co., Inc., New York, N.Y.
2.
Chin, F. K. (1971). “Discussion of ‘Pile test, Arkansas River project.’” Soil Mech. and Found. Div., ASCE, 97(6), 930–932.
3.
Conroy, P. J. (1987). “The analyses of pile load tests performed on H‐piles driven into alluvial sands,” MSc thesis, Oklahoma State University, Stillwater, Okla.
4.
Das, B. M. (1990). Principles of foundation engineering, 2nd Ed., PWS‐Kent Publishing Co., Boston, Mass.
5.
Davisson, M. T. (1972). “High capacity piles.” Proc., Lecture Series on Innovations in Found. Constr., ASCE, New York, N.Y., 81–90.
6.
Finno, R. J., Cosamo, T., and Gitskin, B. (1989). “Results of foundation engineering congress pile load tests.” Predicted and observed behavior of piles; ASCE Geotechnical Special Publication No. 23, ASCE, New York, N.Y., 338–355.
7.
Kulhawy, F. H. (1984). “Limiting tip and side resistance: Fact or fallacy?” Symp. on Analysis and Design of Pile Found., ASCE, New York, N.Y., 80–98.
8.
Meyerhof, G. G. (1956). “Penetration tests and bearing capacity of cohesionless soils.” J. Soil Mech. and Found. Div., ASCE, 82(1), 1–19.
9.
Peck, R. B., Hanson, W. E., and Thornburn, T. H. (1953). Foundation engineering, 1st Ed., John Wiley and Sons, New York, N.Y.
10.
Peck, R. B., Hanson, W. E., and Thornburn, T. H. (1974). Foundation engineering, 2nd Ed., John Wiley and Sons, New York, N.Y.
11.
Schmertmann, J. H. (1975). “The measurement of in‐situ strength.” Proc., ASCE Specialty Conf. on In‐Situ Measurement of Soil Properties, New York, N.Y., vol. 2, 57–138.
12.
Terzaghi, K., and Peck, R. B. (1948). Soil mechanics in engineering practice, 1st Ed., John Wiley and Sons, New York, N.Y.
13.
Van der Veen, C. (1953). “The bearing capacity of a pile.” Proc., 3rd Int. Conf. on Soil Mech. and Found. Engrg., ICOSOMEF, Zurich, Switzerland, vol. 2, 84–90.
14.
Wolff, T. F. (1989). “Pile capacity prediction using parameter functions.” Predicted and observed behavior of piles, ASCE Geotechnical Special Publication No. 23, ASCE, New York, N.Y., 96–106.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 118Issue 7July 1992
Pages: 1133 - 1136

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Published online: Jul 1, 1992
Published in print: Jul 1992

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Thomas F. Wolff, Member, ASCE
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Michigan State Univ., East Lansing, MI 48824
Patrick J. Conroy
Geotech. Engr., U.S. Army Corps of Engrs., 1222 Spruce St., St. Louis, MO 63103

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