DISCUSSIONS AND CLOSURES
Sep 13, 2002

Closure to “New Failure Load Criterion for Large Diameter Bored Piles in Weathered Geomaterials” by Charles W. W. Ng, Terence L. Y. Yau, Jonathan H. M. Li, and Wilson H. Tang

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 128, Issue 10
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References

Hirany, A., and Kulhawy, F. H. (1989). “Interpretation of load tests on drilled shafts.” Proc., Foundation Eng.: Current principles and practices, Evanston, Ill. 2, 1132–1149.
ISSMFE (1985) “Axial pile loading test. Part 1: Static loading.” Geotech. Test. J., 8(2), 79–89.
Ng, C. W. W., Rigby, D. B., Ng, S. W. L., and Lei, G. H.(2000). “Field studies of well-instrumented barrette in Hong Kong.” J. Geotech. Geoenviron. Eng., 126(1), 60–73.
Ng, C. W. W., Yau, T. L. Y., Li, J. H. M., and Tang, W. H.(2001a). “Side resistance of large diameter bored piles socketed into decomposed rocks.” J. Geotech. Geoenviron. Eng., 127(8), 658–669.
Ng, C. W. W., Li, J. H. M., and Yau, T. L. Y.(2001b). “Behavior of large diameter floating bored piles in saprolitic soils.” Soils Found., 41(6), 37–52.
O’Neill, M. W., and Reese, R. C. (1999). “Drilled shaft: Construction procedures and design methods.” Federal Highway Administration, Washington, D.C.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 128Issue 10October 2002
Pages: 882 - 883

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Published online: Sep 13, 2002
Published in print: Oct 2002

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Authors

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Charles W. W. Ng
Associate Professor, The Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.
Terence L. Y. Yau
Formerly, Postgraduate Student, Dept. of Civil Engineering, The Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.
Jonathan H. M. Li
Formerly, Postgraduate Student, Dept. of Civil Engineering, The Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.
Wilson H. Tang
Professor, The Hong Kong Univ. of Science and Technology, Clear Water Bay, Kowloon, Hong Kong.

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