Pile Driving Analysis for Top Hammering and Bottom Hammering
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 128, Issue 2
Abstract
Piles are used for platform foundations and other offshore structures. Pile driving performance is predicted and analyzed using the wave equation analysis method. In general, the hammering point can be any part of the pile and the same analyses used for hammering at the top of the pile (top hammering) can be used for pile driving by hammering at the bottom of the pile (bottom hammering). Based on the numerical analyses in this research including residual stresses in the pile, there is little difference between the predictions of pile penetration per hammer blow by single- or multiple-blow analyses when soil resistance is low, such as 10 blows/m. The same is true for top hammering and bottom hammering when soil resistance is low. However, when soil resistance is high compared to that of the pile-hammer system, single-blow analysis predicts early refusal for top hammering and unrealistically high pile penetration for bottom hammering. Therefore, multiple-blow analysis, which considers residual stresses, should be used for better understanding of realistic pile driving performance and predictions. Additionally, this study shows that gravity is another controlling factor for pile driving in low-resistance soil.
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References
Briaud, J. L., and Tucker, L.(1984). “Piles in sand: A method including residual stresses.” J. Geotech. Eng., 110(11), 1666–1680.
Brown, R. A., and Coyle, H. M. (1972). “Soil parameters required to simulate the dynamic lateral response of model piles in stiff sand clay.” Proc., Offshore Technology Conf., paper OTC 1695.
Choe, J., and Juvkam-Wold, H. C. (1997). “Unconventional method of conductor installation to solve shallow water flow problems.” Proc., SPE Annual Technical Conf. Exhibition, paper SPE 38625.
Dutt, R. N., Doyle, E. H., Collins, J. T., and Ganguly, P. (1995). “A simple method to predict soil resistance to driving for long piles in deepwater normally consolidated clays.” Proc., Offshore Technology Conf., paper OTC 7668.
Edwards, T. C. (1969). “Pile analysis wave equation computer program manual.” Research Rep. No. 33-11, Texas A&M University, College Station, Tex.
Fellenius, B. H. (1991). “Chapter 13: Pile foundation. Foundation engineering handbook, H. Y. Fang, ed., Van Nostrand–Reinhold, New York.
Goble Rausche Likins and Associates, Inc. (1996). GRL wave equation analysis manual.
Holloway, D. M., Audibert, J. M. E., and Dover, A. R. (1978a). “Recent advances in predicting pile driveability.” Proc., Offshore Technology Conf., paper OTC 3273.
Holloway, D. M., Clough, G. W., and Vesic, A. S. (1978b). “The effects of residual stresses on pile performance under axial loads.” Proc., Offshore Technology Conf., paper OTC 3306.
Juvkam-Wold, H. C., Choe, J., and Lowery, L. L., Jr. (1996). “Unconventional methods for shallow water flow conductor installation—Model validation and improvement.” Final Rep. to DeepStar Consor-tium, CRT No. DPIII 3501-D, Texas A&M University, College Station, Tex.
Lowery, L. L. Jr., Hirsch, T. J., Edwards, T. C., Coyle, H. M., and Samson, C. H. Jr. (1969). “Pile driving analysis—State of art.” Research Rep. No. 33-13, Texas A&M University, College Station, Tex.
Rieke, R. D., and Crowser, J. C.(1987). “Interpretation of a pile load test considering residual stresses.” J. Geotech. Eng., 113(4), 320–334.
Smith, E. A. L. (1955). “Impact and longitudinal wave transmission.” Trans. ASME, 963–973.
Smith, E. A. L.(1962). “Pile-driving analysis by the wave equation.” Trans. Am. Soc. Civ. Eng., 27, 1145–1193.
Stevens, R. S., Wiltsie, E. A., and Turton, T. H. (1982). “Evaluating pile drivability for hard clay, very dense sand, and rock.” Proc., Offshore Technology Conf., paper OTC 4205.
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Copyright © 2002 American Society of Civil Engineers.
History
Received: Feb 1, 1999
Accepted: May 15, 2001
Published online: Feb 1, 2002
Published in print: Feb 2002
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