DISCUSSIONS AND CLOSURES
Apr 1, 1995
Tensile and Compressive Shaft Capacity of Piles in Sand
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VIEW THE REPLYAuthors: Lianyang Zhang, Student Member, ASCE, and Shad M. Sargand, Associate Member, ASCEAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 121, Issue 4
0733-9410(1995)121:4(403)/asset/19a5643c-e3b0-4b00-857a-86e70bcbd5b9/assets/(asce)0733-9410(1995)121:4(403).fp.png)
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References
1.
Briad, J. L., and Tucker, L. M.(1984). “Piles in sand: a method including residual stresses.”J. Geotech. Engrg., ASCE, 110(11), 1666–1680.
2.
Briaud, J. L., Moore, B. H., and Mitchell, G. B. (1989). “Analysis of pile load tests at Lock and Dam 26.”Proc., Found. Engrg.: Current Principles and Practices, F. H. Kulhawy, ed., ASCE, New York, N.Y., 925–942.
3.
Kraft, L. Jr.(1991). “Performance of axially loaded pipe piles in sand.”J. Geotech. Engrg., ASCE, 117(2), 272–296.
4.
Poulos, H. G.(1987). “Analysis of residual stress effects in piles.”J. Geotech. Engrg., ASCE, 113(3), 216–229.
5.
Rieke, R. K., and Crowser, J. C.(1987). “Interpretation of pile load test considering residual stresses.”J. Geotech. Engrg., ASCE, 113(4), 320–334.
6.
Yen, T. L., Lin, H., Chin, C. T., and Wang, R. F. (1989). “Interpretation of instrumented driven steel pipe piles.”Proc., Found. Engrg.: Current Principles and Practices, F. H. Kulhawy, ed., ASCE, New York, N.Y., 1293–1308.
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Published In
Journal of Geotechnical Engineering
Volume 121 • Issue 4 • April 1995
Pages: 403 - 405
Copyright
Copyright © 1995 American Society of Civil Engineers.
History
Published online: Apr 1, 1995
Published in print: Apr 1995
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Authors
Affiliations
Lianyang Zhang, Student Member, ASCE
PhD student, Dept. of Civ. Engrg., Ohio Univ., Athens, OH 45701.
Shad M. Sargand, Associate Member, ASCE
Russ Prof., Dept. of Civ. Engrg., Ohio Univ., Athens, OH.
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