Exploring memory mechanisms for friction fatigue in vibratory pile driving
A. Tsetas (TU Delft - Dynamics of Structures)
A. Tsouvalas (TU Delft - Offshore Engineering, TU Delft - Dynamics of Structures)
Andrei V. Metrikin (TU Delft - Engineering Structures, TU Delft - Hydraulic Engineering)
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Abstract
This paper studies the mechanism that leads to the reduction of frictional soil reaction forces during pile driving, termed friction fatigue. We focus on axial vibratory driving, an environmentally friendly monopile installation method, and examine two friction fatigue formulations, i.e. a penetration-based and a cyclic memory mechanism. Friction fatigue plays a pivotal role in pile drivability and post-installation bearing capacity for piles installed via axial vibratory driving. Through numerical analyses and validation against field data from onshore experiments, the efficacy of these memory mechanisms is assessed. The results reveal that the proposed cyclic memory mechanism provides consistently more accurate predictions than the corresponding penetration-based approach, offering a promising option for modelling friction fatigue in vibratory driving. This study advances our understanding of friction fatigue in the context of vibratory driving for offshore monopile installation, emphasizing the need for further numerical and experimental works in this topic.
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