Closure to “Ultimate Shaft Friction and Load-Displacement Response of Axially Loaded Piles in Clay Based on Instrumented Pile Tests” by Kjell Karlsrud
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, Issue 1
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References
Karlsrud, K. (2012). “Prediction of load-displacement behavior and capacity of axially loaded piles in clay based on interpretation of load test results.” Ph.D. thesis, Norwegian Univ. of Science and Technology, Trondheim, Norway.
Karlsrud, K., Clausen, C. J. F., and Aas, P. M. (2005) “Bearing capacity of driven piles in clay, the NGI approach.” Proc., Int. Symp. on Frontiters in Offshore Geotechnics, Perth, Australia, 775–782.
Karlsrud, K., Jensen, T. G., Wensaas Lied, E. K., Nowacki, F., and Schram Simonsen, A. (2014). “Significant ageing effects for axially loaded piles in sand and clay verified by new field load tests.” Proc., Offshore Technology Conf., Offshore Technology Conference Inc., Houston.
NGI (Norwegian Geotechnical Institute). (2014). “Time effects on pile capacity—Summary and evaluation of pile test results.”, Norway.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 142 • Issue 1 • January 2016
Copyright
© 2015 American Society of Civil Engineers.
History
Received: May 18, 2015
Accepted: Jun 26, 2015
Published online: Aug 21, 2015
Published in print: Jan 1, 2016
Discussion open until: Jan 21, 2016
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Expert Adviser, Norwegian Geotechnical Institute, N-0806 Oslo, Norway. E-mail: [email protected]
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