Discussion: Probability Method Applied to Dynamic Pile-Driving Control
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 124, Issue 12
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References
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Goble, G. G., Rausche, F., and Likins, G. (1980). “The analysis of pile driving. A state-of-the-art.”Proc., 1st Int. Conf. on the Application of Stress-Wave Theory on Piles, H. Bredenberg, ed., Rotterdam, The Netherlands, A. A. Balkema, 131–161.
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Hannigan, P. J. (1990). Dynamic monitoring and analysis of pile foundation installations. DFI Short Course Text, Deep Found. Inst., Englewood Cliffs, N.J.
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Likins, G., Rausche, F., Thendean, G., and Svinkin, M. (1996). “CAPWAP correlation studies.”Proc., 5th Int. Conf. on the Application of Stress-Wave Theory to Piles, F. Townsend, M. Hussein, and M. McVay, eds., University of Florida, Gainesville, Fla., 447–464.
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Svinkin, M. R. (1995). “Soil damping in saturated sandy soils for determining capacity of piles by wave equation analysis.”Proc., DFI Annu. Member's Conf., Deep Found. Inst., Englewood Cliffs, N.J., 199–216.
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Svinkin, M. R. (1996). “Soil damping in wave equation analysis of pile capacity.”Proc. 5th Int. Conf. on the Application of Stress-Wave Theory to Piles, F. Townsend, M. Hussein, and M. McVay, eds., University of Florida, Gainesville, Fla., 128–143.
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Svinkin, M. R. (1997). “Time-dependent capacity of piles in clayey soils by dynamic methods.”Proc., XIVth Int. Conf. on Soil Mech. and Found. Engrg., Vol. 2, A. A. Balkema, Rotterdam, The Netherlands, 1045–1048.
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Svinkin, M. R., Morgano, C. M., and Morvant, M. (1994). “Pile capacity as a function of time in clayey and sand soils.”Proc., 5th Int. Conf. and Exhibition on Piling and Deep Found., Deep Found. Inst., Englewood Cliffs, N.J., 1.11.1–1.11.8.
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Copyright © 1998 American Society of Civil Engineers.
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Published online: Dec 1, 1998
Published in print: Dec 1998
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