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Machine-Induced Vertical Responses of Single and Pile Groups: Experimental and Theoretical Study
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Author(s): Amit Kumar (National Institute of Technology, Patna, India), Shiva Shankar Choudhary (National Institute of Technology, Patna, India)and Avijit Burman (National Institute of Technology, Patna, India)
Copyright: 2022
Volume: 13
Issue: 1
Pages: 17
Source title:
International Journal of Geotechnical Earthquake Engineering (IJGEE)
Editor(s)-in-Chief: T.G. Sitharam (Indian Institute of Science, India), J. S. Vinod (University of Wollongong, Australia)and Ravi Jakka (Indian Institute of Technology Roorkee, India)
DOI: 10.4018/IJGEE.298989
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Abstract
The main objective of this study is to understand the dynamic characteristic of pile foundations subjected to machine based vertical vibrations. To accomplish this objective, forced vibration field tests are performed on hollow steel single and pile group to obtain the vertical responses of the pile foundations. It is found from dynamic frequency-amplitude response curves that the resonant frequencies are decreases and resonant amplitudes are not proportional when excitation forces are increases which indicate the nonlinear characteristics of soil-pile systems. The values of resonant frequencies are found higher and resonant amplitudes are found lower when the number of pile is increase due to increase in soil-pile stiffness. For theoretical study, the continuum approach method is used to determine the analytical response curves of piles and further it is compared with the field test results. To understand the behavior of pile group, the variations of group efficiency ratio with varying frequencies are also predicted form the analysis.
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