DISCUSSIONS AND CLOSURES
Jun 1, 1990
Discussion of “Measured and Predicted Axial Response of 98 Piles” by Jean‐Louis Briaud and Larry M. Tucker (September, 1988, Vol. 114, No. 9)
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical Engineering
Volume 116, Issue 6
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References
1.
Coyle, H. M., and Sulaiman, I. H. (1970). “Pile foundations—bearing capacity of foundation piles: State of the art.” Highway Research Record No. 333, Transp. Res. Board, Washington, D.C., 87–102.
2.
Flaate, K., and Seines, P. (1977). “Side friction of piles in clay.” Proc. Ninth Int. Conf. Soil Mech. and Foundation Engrg., 1, 517–522.
3.
Harr, M. E. (1985). Reliability‐based design in civil engineering. McGraw‐Hill Book Co., New York, N.Y., 79–85.
4.
Leonards, G. A., and Lovell, D. W. (1979). “Interpretation of load tests on high capacity piles.” Special Technical Publication No. 670, ASTM, Philadelphia, Pa., 388–415.
5.
Orrje, O., and Broms, B. (1967). “Effects of pile driving on soil properties.” J. Soil Mech. and Found. Engrg. Div., ASCE, 93(5), 59–74.
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Copyright © 1990 ASCE.
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Published online: Jun 1, 1990
Published in print: Jun 1990
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K. K. Miskin
Grad. Student, School of Civ. Engrg., Purdue Univ., West Lafayette, IN 47907
J. M. Fuller, Student Member, ASCE
Grad. Student, School of Civ. Engrg., Purdue Univ., West Lafayette, IN
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