Print Email Facebook Twitter The mechanics of the Gentle Driving of Piles Title The mechanics of the Gentle Driving of Piles Author Tsetas, A. (TU Delft Dynamics of Structures) Tsouvalas, A. (TU Delft Dynamics of Structures; TU Delft Offshore Engineering) Metrikine, A. (TU Delft Offshore Engineering; TU Delft Engineering Structures) Department Engineering Structures Date 2023 Abstract Gentle Driving of Piles (GDP) is a new vibratory installation technology for tubular (mono)piles. It is characterized by the simultaneous application of low-frequency axial and high-frequency torsional vibrations, envisaged to achieve both high installation performance and reduced underwater noise emissions. The concept of GDP has been demonstrated experimentally in a medium-scale onshore field campaign, showcasing the potential of the method in terms of installation and post-installation performances. To further comprehend the mechanics of the GDP method, the driving process is studied by means of a novel pile–soil model; this framework has been recently developed and successfully applied to the problem of axial vibratory driving. In particular, the pile is treated as a thin cylindrical shell via a Semi-analytical Finite Element (SAFE) approach and a linear elastic layered soil half-space is considered via the Thin-Layer Method (TLM) coupled with Perfectly Matched Layers (PMLs). The pile–soil coupling is realized through a hereditary frictional interface and an elasto-plastic tip formulation, both characterized by standard geotechnical in-situ measurements. The comparison of numerical results with field data is favourable for drivability purposes, showcasing the potential of the numerical framework for the analysis of GDP. Conclusively, the mechanics of the installation process are deciphered and the redirection of the friction force vector – induced by high-frequency torsion – is identified as the main driving mechanism of GDP. Subject Field testsFriction redirectionGentle Driving of PilesGreen's functionsHarmonic Balance MethodPile drivingSoil–structure interactionThin-Layer MethodVibrations of shells To reference this document use: http://resolver.tudelft.nl/uuid:90fd7fba-802a-48c3-b023-2a579fbaa2b1 DOI https://doi.org/10.1016/j.ijsolstr.2023.112466 ISSN 0020-7683 Source International Journal of Solids and Structures, 282 Part of collection Institutional Repository Document type journal article Rights © 2023 A. Tsetas, A. Tsouvalas, A. Metrikine Files PDF 1_s2.0_S0020768323003633_main.pdf 3.93 MB Close viewer /islandora/object/uuid:90fd7fba-802a-48c3-b023-2a579fbaa2b1/datastream/OBJ/view