This paper presents a physical model study of the feasibility and performance of a monopiled gravity base structure (MGBS) for offshore foundation applications. The research study builds on the current interest in hybrid foundation systems such as monopiled footings. The proposed MGBS is essentially a conventional gravity base structure (GBS) with a projecting monopile or caisson. The system relies on the self-weight of the GBS to drive the projecting monopile into the seabed. Once installed, additional ballast can be added to the GBS, and if necessary installation of the projecting monopile can be enhanced through the use of suction. The test programme has concentrated on the response of the system once installed and has investigated a range of geometries for circular monopiles. The results clearly demonstrate a significant enhancement to lateral resistance offered by the addition of a monopile to a GBS.
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September 2021
Research Article|
August 24 2020
Performance of a self-installing monopiled gravity base structure under lateral loading Available to Purchase
Kevin J. L. Stone, PhD;
Kevin J. L. Stone, PhD
Advanced Engineering Centre, University of Brighton, Brighton, UK (corresponding author: kevin.stone@brighton.ac.uk)
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Maria Diakoumi, PhD
Maria Diakoumi, PhD
Advanced Engineering Centre, University of Brighton, Brighton, UK
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Publisher: Emerald Publishing
Received:
August 21 2019
Accepted:
July 10 2020
Online ISSN: 2042-6550
Print ISSN: 1346-213X
ICE Publishing: All rights reserved
2020
International Journal of Physical Modelling in Geotechnics (2021) 21 (5): 268–274.
Article history
Received:
August 21 2019
Accepted:
July 10 2020
Citation
Stone KJL, Diakoumi M (2021), "Performance of a self-installing monopiled gravity base structure under lateral loading". International Journal of Physical Modelling in Geotechnics, Vol. 21 No. 5 pp. 268–274, doi: https://doi.org/10.1680/jphmg.19.00036
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