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http://dx.doi.org/10.5762/KAIS.2014.15.6.3872

Characteristics of Dynamic Load Transfer for Vertically Vibrating Pile  

Lee, Seung-Hyun (Department of Civil Engineering, Sunmoon University)
Kim, Eung-Seok (Department of Civil Engineering, Sunmoon University)
Yoon, Ki-Yong (Department of Civil Engineering, Sunmoon University)
Publication Information
Journal of the Korea Academia-Industrial cooperation Society / v.15, no.6, 2014 , pp. 3872-3878 More about this Journal
Abstract
In this study, the dynamic load transfer function, which is necessary for analyzing a pile installed by a vibro hammer, was determined by comparing the results of the analyses and instrumented tests. The static load transfer function was modeled by the Ramberg-Osgood model through an analytical method before determining the dynamic load transfer curve. The parameters of the Ramberg-Osgood model were correlated with the N value of the standard penetration test and average values of the correlation coefficient were 0.97 for the shaft load transfer and 0.98 for the base load transfer. The dynamic load transfer function was simulated using the modified Ramberg-Osgood model. The results showed that there were little differences in the characteristics of dynamic load transfer between the results of the measurement and prediction.
Keywords
Dynamic load transfer function; Static load transfer curve; Ramberg-Osgood model; Modified Ramberg-Osgood model;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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1 Gardner, S., "Analysis of vibratory driven pile", Proc. of 2nd Int. Conf. on Deep foundation, Luxembourg, 5-7 May-87, pp. 29-56, 1987
2 Seunghyun, Lee, Byungil, Kim and Jintae, Han, "Prediction of penetration rate of sheet pile installed in sand by vibratory pile driver", KSCE Journal of Civil Engineering, DOI 10.1007/s12205-012-1317-y, 2011 DOI: http://dx.doi.org/10.1007/s12205-012-1317-y   과학기술학회마을   DOI   ScienceOn
3 Dierssens, G., "Ein bodenmechanisches Modell zur Beschreibung des Vibrations-rammens in korningen Bode", Doctoral Thesis, University of Kalsruhe, Germany, 1994
4 Cudmani, R., "Ein bodenmechanchnisches Modell des Vibrationsrammens in nichtbindigen Boden", Obtained through personell comunications, 30pp., 2000.
5 Moulai-Khatir, R., O'Neill, M. W., Vipulanandan, C., "Program VPDA Wave Equation Analysis for Vibratory Driving of Piles", Report to The U.A. Army Corps of Engineers Waterways Experiments Station., Dept of Civil and Environmental Engineering, UHCE 94-1, Unive. of Houston, Texas, August 1994, 187 pp., 1994
6 D. Wong, Michael W. O'Neill and C. Vipulanandan, "Modelling of vibratory pile driving in sand". International Journal for numerical and analytical methods in geomechanics, Vol. 16, pp. 189-210, 1992 DOI: http://dx.doi.org/10.1002/nag.1610160303   DOI
7 Richard, R. M., Abbott, Barry J. "Versatile elastic-plastic stress-strain fromula". Journal of the Engineering Mechanics Division, Proceedings of the ASCE, Vol. 101, Paper No. EM4, August, pp. 511-515, 1975
8 Coyle, H. M., and Sulaiman, I. H. "Skin friction for steel piles in sand", Journal of the Soil Mechanics and Foundation Division, ASCE, Vol. 93, SM6, Paper No. 5590, November, pp. 261-278, 1967
9 Vesic, A. S. "Tests on instrumented piles, Ogeechee River Site", Journal of the Soil Mechanics and Foundation Division, ASCE, Vol. 96, Paper No. S M2, March, pp. 561-584, 1970
10 Viking, K., "Vibro-driveability, a field study of vibratory driven sheet piles in non-cohesive soils", PhD thesis, Div. of Soil and Rock Mechanics, Royal Inst. of Technology, Stockholm, Sweden, 2002
11 Roger, A.A., "Experimental and theoretical investigation of the parameters influencing the vibratory penetration of dry cohesionless soils", PhD dissertation at Aberdeen University, Aberdeen, Vol 1., Chapters 1-15, pp. 338, 1976
12 Viking, K., "Vibratory driven piles and sheet piles -a literature survey., Report 3035", Dept. of Civil and Environmental Engineering, Royal Institute of Technology, 75pp, ISSN 1400-1306, 1997
13 Warrington, D.C. "Driveability of piles by vibration", Paper presented at Deep Foundation Institute 14th Annual Member Conf., pp. 139-154, 1989
14 Holeyman, A. E., "Vibratory driving analysis., Keynote Lecture", The Sixth International conference on the application of stress-wave theory to piles, Sao Paulo, Brazil, September 11-13, 16pp, 2000
15 Holeyman, A., "HYPERVIB1, An analytical model-based computer program to evaluate the penetration speed of vibratory driven sheet piles", Research report prepared for BBRI, June-93, 23pp, 1993
16 Meirovitch, L. Elements of Vibration Analysis. New York : McGraw-Hill., 1975
17 Vanden Berghe, J-F. and Holeyman, A., "Comparison of two models to evaluate the behavior of a vibratory driven sheet pile", XIth Young Geotechnical Engineers Conference and Computers, September 24-27, 1997, Madrid, Spain, pp.60-72, 1997