Closure to “Shielding Piles from Downdrag in Consolidating Ground” by S. Y. Lam, C. W. W. Ng, and H. G. Poulos
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VIEW THE ORIGINAL ARTICLEAuthors: S. Y. Lam [email protected], C. W. W. Ng, F.ASCE [email protected], and H. G. Poulos, Dist.M.ASCE [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 140, Issue 9
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References
Enkeboll, W. (1969). “Estimating downdrag forces in piles and means of minimizing or eliminating downdrag.” Pile foundations: Know-how, American Wood Preservers Institute, Washington, DC.
Johnson, S. M., and Kavanagh, T. C. (1968). The design of foundations for buildings, McGraw Hill, New York.
Lam, S. Y., Ng, C. W. W., Leung, C. F., and Chan, S. H. (2009). “Centrifuge and numerical modeling of axial load effects on piles in consolidating ground.” Can. Geotech. J., 46(1), 10–24.
Poulos, H. G. (2008). “A practical design approach for piles with negative friction.” Proc. Inst. Civ. Eng. Geotech. Eng., 161(1), 19–27.
Terzaghi, K., and Peck, R. B. (1943). Soil mechanics in engineering practice, Wiley, Hoboken, NJ, 69–73.
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© 2014 American Society of Civil Engineers.
History
Received: Mar 20, 2014
Accepted: May 2, 2014
Published online: Jun 3, 2014
Published in print: Sep 1, 2014
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Geotechnical Engineer, Advanced Geomechanics, 52–54 Monash Ave., Nedlands, WA 6009, Australia; formerly, Postgraduate Student, Dept. of Civil Engineering, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong, China (corresponding author). E-mail: [email protected]
Chair Professor, Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong. E-mail: [email protected]
Senior Principal, Coffey Geotechnics, Level 19, Tower B Citadel Tower, 799 Pacific Highway, Chatswood, NSW 2067, Australia. E-mail: [email protected]
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