Vibratory Driven Installation of Monopiles – An Experimental Investigation of the Soil-Pile Interaction

Remspecher, Fabian; Le, Viet Hung; Rackwitz, Frank; Herwig, Volker; Matlock, Benjamin

doi:10.1007/978-981-13-2306-5_22

Cited by 3 publications

(1 citation statement)

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“…The results of the numerical models of vibratory and impact installation are validated against experiments conducted at the laboratory of the Chair of Soil Mechanics and Geotechnical Engineering at Technische Universität Berlin (TU Berlin). Details regarding the test set-up can be found in the published work done by Remspecher et al [34]. The experiment includes a halfcylindrical pile with 1.5 m length, 0.004 m thickness, and 0.2 m outer diameters placed in a container filled with the Berlin sand and consists of three rigid steel walls and one glass panel.…”

Section: Numerical Model Validationmentioning

confidence: 99%

Numerical evaluation of the soil behavior during pipe-pile installation using impact and vibratory driving in sand

Daryaei

Bakroon

Aubram

et al. 2020

Soil Dynamics and Earthquake Engineering

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Pipe-piles are installed using impact or vibratory driving which influences the soil in different ways including the void ratio and stress distribution. Such complex problems are hard to investigate on the field as well as using numerical methods. Here, a sophisticated numerical approach is employed to evaluate the soil behavior during pile installation. Also, a sensitivity analysis on the frequency and the impact duration is done for vibratory and impact driving, respectively. The investigation includes the required force of the pile installation, pile penetration behavior, plugging formation inside the pile, and the change of the soil state including the change in the horizontal stress and density around the pile during the installation. Results of the numerical model show several advantages of vibratory driving over impact driving in the dense sand including, reaching the designated depth using less momentum and work as well as more soil compaction.

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Section: Numerical Model Validationmentioning

confidence: 99%

Numerical evaluation of the soil behavior during pipe-pile installation using impact and vibratory driving in sand

Daryaei

Bakroon

Aubram

et al. 2020

Soil Dynamics and Earthquake Engineering

View full text Add to dashboard Cite

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Investigation of the Long-Term Cyclic Behaviour of Monopile Foundation by Impact and Vibratory Installation

Rackwitz

2022

Lecture Notes in Civil Engineering

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Geotechnical Engineering for Large Infrastructure Projects Such as Offshore Wind Farms

Bienen

2024

Recent Advances and Innovative Developments in Transportation Geotechnics

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Vibratory Driven Installation of Monopiles – An Experimental Investigation of the Soil-Pile Interaction

Cited by 3 publications

References 1 publication

Numerical evaluation of the soil behavior during pipe-pile installation using impact and vibratory driving in sand

Numerical evaluation of the soil behavior during pipe-pile installation using impact and vibratory driving in sand

Investigation of the Long-Term Cyclic Behaviour of Monopile Foundation by Impact and Vibratory Installation

Geotechnical Engineering for Large Infrastructure Projects Such as Offshore Wind Farms

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