Discussion of “Interpretation of Pile Load Test Considering Residual Stresses” by Ross D. Rieke and John C. Crowser (April, 1987, Vol. 113, No. 4)
Publication: Journal of Geotechnical Engineering
Volume 114, Issue 8
0733-9410(1988)114:8(958.2)/asset/bfe966bb-f5ad-486e-b8e3-c1003d51ecd6/assets/(asce)0733-9410(1988)114:8(958.2).fp.png)
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References
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Briaud, J. L., and Tucker, L. M. (1984). “Residual stresses in piles and the wave equation.” Proc. Symp. on Analysis and Design of Pile Foundations, ASCE, 119–137.
2.
Hanna, T. H., and Tan, R. H. S. (1973). “The behavior of long piles under compressive loads in sand.” Can. Geotech. J., 10(3), 311–340.
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Holloway, D. M., Clough, G. W., and Vesic, A. S. (1978). “The effects of residual driving stresses on pile performance under axial loads.” Proc. 10th Offshore Technology Conference, Offshore Technology Conference, 2225–2236.
4.
Poulos, H. G. (1987). “Analysis of residual stress effects in piles.” J. Geotech. Eng., ASCE, 113(3), 216–229.
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Vesic, A. S.s (1970). “Tests on instrumented piles, Ogeechee River site,” Journal of the Soil Mech. and Foundations Div., ASCE, 96(2), 561–584.
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Vesic, A. S. (1977a). “Design of pile foundations,” NCHRPITRB, Synthesis of Highway Practice, 42, Washington, D.C., 68.
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Vesic, A. S. (1977b). “On significance of residual loads for load response of piles.” Proc. 9th Int. Conf. Soil Mech and Foundations Engrg., International Society for Soil Mechanics and Foundation Engineering, 3, 374–378.
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Published In
Journal of Geotechnical Engineering
Volume 114 • Issue 8 • August 1988
Pages: 958 - 960
Copyright
Copyright © 1988 ASCE.
History
Published online: Aug 1, 1988
Published in print: Aug 1988
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