DISCUSSIONS AND CLOSURES
Mar 1, 2000
Interpretation of Pile Acceptance Criteria from Deficient Data
Authors: Adrian F. K. Yong and Shenbaga R. KanirajAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 126, Issue 3
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References
1.
Brinch Hansen, J. (1963). “Discussion of `Hyperbolic stress-strain response cohesive soils.' ”J. Soil Mech. and Found. Div., ASCE, 89(4).
2.
Chin, F. K. (1970). “Estimation of the ultimate load of piles not carried to failure.” Proc., 2nd Southeast Asian Conf. on Soil Engrg.
3.
Fleming, W. G. K., Weltman, A. J., Randolph, M. F., and Elson, W. K. (1986). Piling engineering. Wiley, New York.
4.
“Foundations.” (1986). British Standard 8004, British Standards Institute, London.
5.
Poulos, H. G., and Davis, E. H. (1980). Pile foundation analysis and design. Wiley, New York.
Information & Authors
Information
Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 126 • Issue 3 • March 2000
Pages: 288 - 289
History
Published online: Mar 1, 2000
Published in print: Mar 2000
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Authors
Affiliations
Adrian F. K. Yong
Member, ASCE
Shenbaga R. Kaniraj
Dir., IHN Geoconsultancy Sdn Bhd, 24-2 Jalan USJ 10/1, Subang Jaya, 47620 Petaling Jaya, Selangor, Malaysia.
Asst. Prof., Dept. of Civ. Engrg., Indian Inst. of Technol., New Delhi 110 016, India.
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