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http://dx.doi.org/10.5762/KAIS.2014.15.3.1749

Evaluation of Analysis Technique for Piles Driven by Vibration through Parametric Study  

Lee, Seung-Hyun (Department of Civil Engineering, Sunmoon University)
Lee, Su-Hyung (Korea Railroad Research Institute, Metropolitan Transportation Research Center)
Publication Information
Journal of the Korea Academia-Industrial cooperation Society / v.15, no.3, 2014 , pp. 1749-1755 More about this Journal
Abstract
Technique for analyzing a pile installed by vibrohammer was developed and parametric studies were executed in order to evaluate reliability of the developed technique. Comparing the accelerations obtained from parametric studies of varying eccentric moment and frequency, it can be seen that magnitude of maximum acceleration was proportional to the eccentric moment and square of frequency. It can also be seen that amplitude of displacement was roughly proportional to the eccentric moment but has nothing to do with the frequency. It can be said that all of the analysis results reflect characteristics of behavior of a pile in case of free vibration. Comparing the dynamic load transfer curves, maximum dynamic unit toe resistance was constant regardless of the eccentric moment and the frequency and it can be seen that dynamic unit skin friction was affected by the eccentric moment not by frequency. Comparing all of the analysis results, it can be said that the developed technique is reliable.
Keywords
Analysis technique; Parametric study; Eccentric moment; Frequency; Dynamic load transfer curve;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
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