Discussion of “Load Testing of a Closed-Ended Pipe Pile Driven in Multilayered Soil” by D. Kim, A. V. D. Bica, R. Salgado, M. Prezzi, and W. Lee
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Volume 136, Issue 6
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References
Fellenius, B. H. (1999). “Bearing capacity—A delusion?” Proc., Annual Meeting of the Deep Foundation Institute, Hawthorne, N.J.
Fellenius, B. H. (2002a). “Determining the resistance distribution in piles. Part 1: Notes on shift of no-load reading and residual load.” Geotechnical News Magazine, 20(2), 35–38.
Fellenius, B. H. (2002b). “Determining the resistance distribution in piles. Part 2: Method for determining the residual load.” Geotechnical News Magazine, 20(3), 25–29.
Fellenius, B. H. (2004). “Unified design of piled foundations with emphasis on settlement analysis.” Proc., Geo-Institute Geo-TRANS Conference, J. A. DiMaggio and M. H. Hussein, eds., ASCE Geotechnical Special Publication, GSP 125, ASCE, Reston, Va., 253–275.
Fellenius, B. H. (2009). Basics of foundation design, electronic Ed., ⟨http://www.Fellenius.net⟩.
Fellenius, B. H., Brusey, W. G., and Pepe, F. (2000). “Soil set-up, variable concrete modulus, and residual load for tapered instrumented piles in sand.” Proc., Conf. on Performance Confirmation of Constructed Geotechnical Facilities, GSP94, A. J. Lutenegger, ed., ASCE, Reston, Va., 98–114.
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Published In
Journal of Geotechnical and Geoenvironmental Engineering
Volume 136 • Issue 6 • June 2010
Pages: 894 - 896
Copyright
© 2010 ASCE.
History
Received: May 7, 2009
Accepted: May 18, 2009
Published online: May 14, 2010
Published in print: Jun 2010
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