The offshore wind energy industry continues to expand rapidly around the world in response to the demand for clean energy. Research to investigate monopile performance under cyclic lateral loading needs to replicate the installation process as well as the cyclic loading regimes. This has provided the impetus for the development of model pile driving hammers for use in geotechnical centrifuges. This paper presents a new model-scale centrifuge impact hammer that is capable of in-flight driving of large-diameter piles into dense sediments with the flexibility of varying the energy during a test for a more controlled installation. The new hammer is activated by a pair of rotating cams, improving on the pneumatically activated hammer developed in the 1980s, giving greater energy and much better reliability. This paper provides full details of the hammer, together with data obtained at 80g acceleration, driving prototype 4 m wide (50 mm in model scale) piles into dense, dry sand to depths of over 20 m (over 5D) in <1000 blows.
Article navigation
March 2024
Research Article|
October 27 2023
Development of a high-energy centrifuge model impact hammer for pile-driving Available to Purchase
Juliano A. Nietiedt, PhD;
Juliano A. Nietiedt, PhD
Research Fellow, Centre for Offshore Foundation Systems, Oceans Graduate School, The University of Western Australia, Crawley, WA, Perth, Australia (corresponding author: juliano.nietiedt@uwa.edu.au)
Search for other works by this author on:
Mark F. Randolph, PhD
;
Mark F. Randolph, PhD
Emeritus Professor, Centre for Offshore Foundation Systems, Oceans Graduate School, The University of Western Australia, Crawley, WA, Perth, Australia
Search for other works by this author on:
Christophe Gaudin, PhD
;
Christophe Gaudin, PhD
Professor, Centre for Offshore Foundation Systems, Wave Energy Research Centre, Oceans Graduate School, The University of Western Australia, Crawley, WA, Perth, Australia
Search for other works by this author on:
James P. Doherty, PhD
James P. Doherty, PhD
Associate Professor, Department of Civil, Mining and Environmental Engineering, The University of Western Australia, Crawley, WA, Perth, Australia
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
December 06 2021
Accepted:
September 20 2023
Online ISSN: 2042-6550
Print ISSN: 1346-213X
Emerald Publishing Limited: All rights reserved
2023
International Journal of Physical Modelling in Geotechnics (2024) 24 (2): 56–65.
Article history
Received:
December 06 2021
Accepted:
September 20 2023
Citation
Nietiedt JA, Randolph MF, Gaudin C, Doherty JP (2024), "Development of a high-energy centrifuge model impact hammer for pile-driving". International Journal of Physical Modelling in Geotechnics, Vol. 24 No. 2 pp. 56–65, doi: https://doi.org/10.1680/jphmg.21.00096
Download citation file:
Suggested Reading
Physical and theoretical modelling of embedded mooring line–seabed interaction in sands
Geotechnique (January,2025)
Centrifuge modelling of suction anchors under multidirectional loading for shared mooring applications
International Journal of Physical Modelling in Geotechnics (January,2026)
Comparison of 1g and centrifuge modelling of drag anchors with subsurface wireless tracking
International Journal of Physical Modelling in Geotechnics (February,2025)
Investigating alternative foundation systems for offshore wind turbines in liquefiable soils
Geotechnique (February,2025)
Geotechnical centrifuge and numerical modelling of buried pipelines
International Journal of Physical Modelling in Geotechnics (October,2019)
Related Chapters
Seismic structure–soil–structure interaction between pairs of adjacent building structures
Geotechnical Earthquake Engineering: Géotechnique Symposium in Print 2015
Dynamic response of flexible square tunnels: centrifuge testing and validation of existing design methodologies
Geotechnical Earthquake Engineering: Géotechnique Symposium in Print 2015
Physical modelling
The Essence of Geotechnical Engineering: 60 years of Géotechnique
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
