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Feb 1, 2001
Analysis of Load Tests on Piles Driven through Calcareous Desert Sands
Authors: Bengt H. Fellenius, Ameir Altaee, and Nabil F. IsmaelAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 127, Issue 2
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References
1.
Altaee, A., Fellenius, B. H., and Evgin, E. ( 1992). “Axial load transfer for piles in sand. I: Tests on an instrumented precast pile.” Can. Geotech. J., Ottawa, 29(1), 11–20.
2.
Altaee, A., Fellenius, B. H., and Evgin, E. ( 1993). “Load transfer for piles in sand and the critical depth.” Can. Geotech. J., Ottawa, 30(2), 465–463.
3.
Burland, J. B. ( 1973). “Shaft friction of piles in clay.” Ground Engrg., London, 6(3), 30–42.
4.
Fellenius, B. H., and Altaee, A. ( 1994). “The critical depth: How it came into being and why it does not exist.” Proc., Instn. of Civ. Engrs., Geotech. Engrg., 113(2), 107–111.
5.
Das, B. M. ( 1999). Principles of foundation engineering, Brooks/Cole Publishing, Pacific Grove, Calif., 586.
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Published online: Feb 1, 2001
Published in print: Feb 2001
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Authors
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Bengt H. Fellenius
Ameir Altaee
Nabil F. Ismael
P.E., Member, ASCE
P.E.
Urkkada Technology Ltd., 1010 Polytek St., Unit 6, Ottawa, ON, Canada KIJ 9H8.
Urkkada Technology Ltd., 1010 Polytek St., Unit 6, Ottawa, ON, Canada.
Prof., Civ. Engrg. Dept., Kuwait Univ., P.O. Box 5969, Safat 13060, Kuwait.
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