Discussion of “Probability Method Applied to Dynamic Pile‐Driving Control” by Mark R. Svinkin
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References
1.
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.
2.
Hannigan, P. J. (1990). Dynamic monitoring and analysis of pile foundation installations. DFI Short Course Text, Deep Found. Inst., Englewood Cliffs, N.J.
3.
Likins, G., Rausche, F., Thendean, G., and Svinkin, M. (1996). “CAP‐WAP 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.
4.
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.
5.
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.
6.
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.
7.
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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Journal of Geotechnical and Geoenvironmental Engineering
Volume 124 • Issue 12 • December 1998
Pages: 1220 - 1221
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Copyright © 1998 ASCE.
History
Published online: Dec 1, 1998
Published in print: Dec 1998
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