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http://dx.doi.org/10.5762/KAIS.2015.16.5.3596

Enhancement of the Technique for Analyzing a Pile Driven by Vibro Hammer  

Lee, Seung-Hyun (Department of Civil Engineering, Sunmoon University)
Publication Information
Journal of the Korea Academia-Industrial cooperation Society / v.16, no.5, 2015 , pp. 3596-3601 More about this Journal
Abstract
Enhancement of the existing program for analyzing a pile driven by vibro hammer was tried. Damping effect of dynamic soil resistance and clutch friction were added to the existing governing equation which constitute vibrating system of vibro hammer-pile-soil. Parameters of the modified Ramberg-Osgood model which simulates dynamic load transfer curves for the developed program were recomputed. Comparing the results of the modified program with those of the field tests, pile displacement with time and load transfer behavior were more similar to those of the field test. The penetration rates obtained from the modified program were more close to those of the field test rather than those of the commertical program.
Keywords
Improvement; Vibro hammer; Modified Ramberg-Osgood model; Load transfer curve; Penetration rate;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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1 Richard, Ralph M.., Abbott, Barry J., "Versatile elastic-plastic stress-strain formula", Journal of the Engineering Mechanics Division, Proceedings of the ASCE, Vol. 101, Paper No. EM4, August, 1975, pp. 511-515.
2 Viking, K., "Vibro-Driveability, -A Field Study of Vibratory Driven Sheet Piles in Non-Cohesive Soils", Ph.D thesis 1002, Div. of Soil and Rock Mechanics, Royal Institute of Technology, Stockholm, Sweden, 2002, pp. 184-186.
3 Vanden Berghe, J-F., "Sand Strength Degradation within the Framework of Vibratory Pile Driving", Ph.D. Thesis presented to the Faculty of Applied Science, Universite chatolique de Louvain., Belgium, 2001.
4 GRLWEAP, "Procedures and Models Version 2005", Pile Dynamics, Inc., 2005, pp.23.
5 Jonker, G., "Vibratory Pile Driving Hammers for Oil Installation and Soil Improvement Projects", Proc. of Nineteenth Annual Offshore Technology Conf., Dallas, Texas, OTC 5422, 1987, pp. 549-560
6 Warrington, D.C., "Driveability of piles by vibration", Paper presented at Deep Foundation Institute 14th Annual Member Conf., 1989, pp. 139-154.
7 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, 1993, pp. 23.
8 Seung-Hyun, Lee, Byoung-Il, Kim & Jin-Tae Han, "Prediction of Penetration Rate of Sheet Pile Installed in Sand by Vibratory Pile Driver", KSCE Journal of Civil Engineering DOI: http://dx.doi.org/10.1007/s12205-012-1317-y   DOI
9 Wong, D., O'Neill, M. W. and Vipulanandan, C., "Modelling of Vibratory Pile Driving in Sand", International Journal for numerical and analytical methods in geomechanics, Vol. 16, No. 4, pp. 189-210, 1992. DOI: http://dx.doi.org/10.1002/nag.1610160303   DOI
10 Viking, K. and Bodare, A., "Laboratory studies of dynamic shaft resistance response of a vibro-driven model pile in granular soil by varying the relative density", Proc. of XII European Conference on Soil and Foundation Engineering, 1998, pp. 6.
11 Moulai-Khatir, Reda., O'Neill, Michael W. and Vipulanandan, C., "Program VPDA Wave Equation Analysis for Vibratory Driving of Piles", Report to the U.S. Army Corps of Engineerings Waterways Experiments Station., Dept of Civil and Environmental Engineering, UHCE 94-1, Univ. of Houston, Texas, August 1994, pp. 187.
12 Coyle, H. M., and Sulaiman, I. H., "Skin Friction for Steel Piles in Sand", Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 93, SM6, Paper No. 5590, November, 1967, pp. 261-278.