Discussion of “Results of Foundation Engineering Congress Pile Loading Test” by R. J. Finno, T. Cosmao, and B. Gitskin at the June 1989, Proc. Symp. on Predicted and Observed Axial Behavior of Piles, and published in ASCE Geotechnical Special Publication No. 23, by ASCE, New York, N.Y., 1989, pp. 338–355
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References
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Brinch Hansen, J. (1963). Discussion of “Hyperbolic stress‐strain response—Cohesive soils,” J. for Soil Mech. and Found. Engrg. Div., 89(4), 241–242.
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Fellenius, B. H. (1980). “The analysis of results from routine pile loading tests.” Ground Engrg., London, England, 13(6), 19–31.
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Fellenius, B. H. (1989a). “Tangent modulus of piles determined from strain data.” ASCE, Geotechnical Engrg. Div., 1989 Found. Congress, F. H. Kulhawy, ed., 1, 500–510.
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Fellenius, B. H. (1989b). “Prediction of pile capacity.” Proc. Symp. on Predicted and Observed Behavior of Piles, R. J. Finno, ed., ASCE, 293–302.
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Finno, R. J. (1989). “Subsurface conditions and pile installation data: 1989 Foundation Engineering Congress test section.” Symp. on Predicted and Observed Behavior of Piles, R. J. Finno, ed., ASCE, 1–74.
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Finno, R. J., Tanguay, C., and Gitskin, B. (1989a). “Results of foundation engineering congress pile load test.” Proc. Symp. on Predicted and Observed Behavior of Piles, R. J. Finno, ed., ASCE, 338–355.
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Finno, R. J., Achille, J., Chen, H.‐C., Tanguay, C., Park, J.‐N., Smith, D. L., and Williams, G. (1989b). “Summary of pile capacity predictions and comparison with observed behavior.” Proc. Symp. on Predicted and Observed Behavior of Piles, R. J. Finno, ed., ASCE, 356–382.
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Copyright © 1991 ASCE.
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Published online: Jan 1, 1991
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