Frequency-amplitude decoupling in the Gentle Driving of Piles (GDP) method
Shaker design and experiments
S. Sánchez Gómez (TU Delft - Macromechanic Laboratory)
A. Tsetas (TU Delft - Dynamics of Structures)
L.N.M. Middelplaats (TU Delft - EMSD EEMCS Project engineers E)
A. Metrikine (TU Delft - Hydraulic Engineering, TU Delft - Engineering Structures)
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Abstract
This paper presents a new shaker design for the Gentle Driving of Piles method. Specifically, a lab-scale vibratory device has been developed that can simultaneously apply axial and torsional vibrations, both possessing frequency-amplitude decoupling. This design was implemented and tested in a lab-scale experimental campaign, where both pile and soil were extensively instrumented. The monitoring of the dynamic pile and soil behaviours during driving with various installation settings is of utmost importance to comprehend the governing mechanisms of the process. In that manner, the optimization of pile installation may be realized both for axial vibratory driving and GDP. In this work, the frequency-amplitude decoupling is pivotal, as it is showcased that both enhanced installation performance and reduced power consumption can be attained with proper selection of the installation settings and exploitation of high-frequency torsion.
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