Dynamic Ground Response during Vibratory Sheet Pile Driving
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 147, Issue 7
Abstract
Vibratory sheet pile driving is a widely used foundation method. In order to investigate the effect of different operational parameters, such as vibration frequency and eccentric moment on sheet pile to ground interaction, carefully monitored and documented field tests were performed. A single sheet pile was vibrated into a sandy soil deposit (esker) and different operational parameters were varied. The interaction between the vertically oscillating sheet pile and the surrounding ground was studied, using sensors on the vibrator and on the ground in the vicinity of the sheet pile. The effect of vibration frequency and eccentric moment on sheet pile penetration speed and emitted ground vibrations is presented. When the sheet pile is vibrated at the resonance frequency of the vibrator–sheet pile–soil system (system resonance), ground vibrations increase significantly and sheet pile penetration speed decreases. It is concluded that the vibration frequency is an important parameter for the efficient and environmentally safe installation of sheet piles. These tests provide insight into the interaction of a vibrated sheet pile and the surrounding ground. Based on these results, guidelines for the efficient and environmentally friendly installation of piles and sheet piles are proposed.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
Acknowledgments
The Swedish Maritime Administration (Sjöfartsverket), the client for the sheet pile project, gave permission to use data from the sheet pile driving tests. The support by the project team and Mr. H. Berg, technical manager, is acknowledged. The MPCS described in this paper was manufactured by Gamperl & Hatlapa, Germany. The assistance of Mr. J. Hatlapa in developing the electronic system and the eccentric moment sensor is acknowledged. The authors appreciate the dedicated work by the reviewers of the paper, which has helped to improve the quality of the manuscript.
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© 2021 American Society of Civil Engineers.
History
Received: Jul 1, 2020
Accepted: Jan 21, 2021
Published online: Apr 28, 2021
Published in print: Jul 1, 2021
Discussion open until: Sep 28, 2021
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