Discussion of “Load-Testing Program to Evaluate Pile-Setup Behavior for Individual Soil Layers and Correlation of Setup with Soil Properties” by Md. Nafiul Haque, Murad Y. Abu-Farsakh, Ching Tsai, and Zhongjie Zhang
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VIEW THE ORIGINAL ARTICLEAuthors: John H. Schmertmann, F.ASCE [email protected], and Kjell Karlsrud [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 147, Issue 2
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References
Bullock, P. J., and J. H. Schmertmann. 2003. Determining the effect of stage testing on the dimensionless pile side shear setup factor. Tallahassee, FL: Florida DOT.
Bullock, P. J., J. H. Schmertmann, M. C. McVay, and F. C. Townsend. 2005. “Side shear setup. II: Results from Florida test piles.” J. Geotech. Geoenviron. Eng. 131 (3): 301–310. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:3(301).
Karlsrud, K., T. G. Jensen, E. K. W. Lied, F. Nowacki, and A. S. Simonsen. 2014. “Significant ageing effects for axially loaded piles in sand and clay verified by new field load tests.” In Proc., Offshore Technology Conf. Houston: Offshore Technology Conference.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 147 • Issue 2 • February 2021
Copyright
© 2020 American Society of Civil Engineers.
History
Received: Jan 27, 2020
Accepted: Feb 21, 2020
Published online: Dec 11, 2020
Published in print: Feb 1, 2021
Discussion open until: May 11, 2021
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Affiliations
Professor Emeritus, Dept. of Civil Engineering, Univ. of Florida, Gainesville, FL 32605 (corresponding author). Email: [email protected]
Technical Director, Norwegian Geotechnical Institute, P.O. Box 3930, Ullevaal Stadion, NO-0806 Oslo, Norway. Email: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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