Development of a high-energy centrifuge model impact hammer for pile-driving

Author:

Nietiedt Juliano A.1,Randolph Mark F.2ORCID,Gaudin Christophe3ORCID,Doherty James P.4ORCID

Affiliation:

1. Research Fellow, Centre for Offshore Foundation Systems, Oceans Graduate School, The University of Western Australia, Crawley, WA, Perth, Australia (corresponding author: )

2. Emeritus Professor, Centre for Offshore Foundation Systems, Oceans Graduate School, The University of Western Australia, Crawley, WA, Perth, Australia

3. Professor, Centre for Offshore Foundation Systems, Wave Energy Research Centre, Oceans Graduate School, The University of Western Australia, Crawley, WA, Perth, Australia

4. Associate Professor, Department of Civil, Mining and Environmental Engineering, The University of Western Australia, Crawley, WA, Perth, Australia

Abstract

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.

Publisher

Thomas Telford Ltd.

Subject

Geotechnical Engineering and Engineering Geology

Reference14 articles.

1. Dynamic and Static Load Testing of Model Piles Driven into Dense Sand

2. Chow SH, Roy A, Herduin M et al. (2019) Characterisation of UWA Superfine Silica Sand. Centre for Offshore Foundation Systems, Perth, Australia, Report GEO 18844.

3. The plugging behaviour of driven and jacked piles in sand

4. DIN (Deutsches Institut für Normung e.V.) (2014) EN 10088-3: Nichtrostende Stähle - Teil 3: Technische Lieferbedingungen für Halbzeug, Stäbe, Walzdraht, Gezogenen Draht, Profile und Blankstahlerzeugnisse aus Korrosionsbeständigen Stählen für Allgemeine Verwendung. Beuth Verlag, Berlin, Germany (in German).

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