DISCUSSIONS AND CLOSURES
Jul 1997
Discussion and Closure: Determination of Drained Friction Angle of Sand from CPT
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VIEW THE ORIGINAL ARTICLEAuthors: Branko Ladanyi, Fellow, ASCE, J. W. Chen, and C. H. HuangAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 123, Issue 7
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References
1.
Ladanyi, B. (1961). “Etude théorique et expérimentale de l'expansion dans un sol pulvérulent d'une cavité présentant une symétrie sphérique ou cylindrique.” Annales des Travaux Publics de Belgiques, Brussels, Belgium, 62, 105–148, 365–406.
2.
Ladanyi, B., and Roy, M. (1987). “Point resistance of piles in sand.” Proc. 9th Southeast Asian Geotech. Conf., Asian Inst. of Technol., Bangkok, Thailand, 6-27–6-42.
3.
Yasufuku, N., and Hyde, A. F. I. (1995). “Pile end-bearing capacity in crushable sands.” Géotechnique, London, England, 45(4), 663–676.
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Copyright © 1997 American Society of Civil Engineers.
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Published in print: Jul 1997
Published online: Jun 3, 2014
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Branko Ladanyi, Fellow, ASCE
Prof. Emeritus of Civ. Engrg., École Polytechnique de Montréal, P.O. Box 6079, Station Centre-ville, Montréal, H3C 3A7, Canada.
J. W. Chen
Prof., Dept. of Civ. Engrg., Nat. Cheng Kung Univ., Tainan 700, Taiwan, ROC.
C. H. Huang
Prof., Dept. of Civ. Engrg., Clemson Univ., Clemson, SC 29634-0911.
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