High-Strain Dynamic Pile Testing—Problems and Pitfalls
Publication: Journal of Performance of Constructed Facilities
Volume 24, Issue 2
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References
Davisson, M. T. (1972). “High capacity piles.” Proc., Lecture Series, Innovations in Foundation Construction, ASCE, Illinois Section.
Lambe, T. W. (1973). “Predictions in soil engineering: 13th Rankine Lecture.” Geotechnique, 23(2), 149–202.
Svinkin, M. R. (1997). “Time-dependent capacity of piles in clayey soils by dynamic methods.” Proc., XIVth International Conference on Soil Mechanics and Foundation Engineering, Hamburg, Balkema, Rotterdam, The Netherlands, 1045–1048.
Svinkin, M. R. (2002). “Engineering judgment in determination of pile capacity by dynamic methods.” Proc., Deep Foundations 2002, Geotechnical Special Publications No. 116, Vol. 2, ASCE, Reston, Va., 898–914.
Svinkin, M. R. (2004). “Some uncertainties in high-strain dynamic pile testing.” Proc., Geotechnical Engineering for Transportation Project, Geotechnical Special Publication No. 126, Vol. 1, ASCE, Reston, Va., 705–714.
Svinkin, M. R., and Woods, R. D. (1998). “Accuracy of determining pile capacity by dynamic methods.” Proc., 7th Int. Conf. and Exhibition on Piling and Deep Foundations, Westrade Group Ltd., Rickmanworth, U.K., 1.2.1–1.2.8.
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© 2010 ASCE.
History
Received: Oct 2, 2009
Accepted: Oct 29, 2009
Published online: Mar 15, 2010
Published in print: Apr 2010
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Mark R. Svinkin, M.ASCE
President, VIBRACONSULT, 13821 Cedar Rd., #205, Cleveland, OH 44118. E-mail: [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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