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 builds on the current interest in hybrid foundation systems such as monopiled footings. The proposed MGBS is essentially a conventional GBS structure 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.
|Number of pages||21|
|Journal||International Journal of Physical Modelling in Geotechnics|
|Publication status||Published - 14 Jul 2020|
- Centrifuge modelling
- Soil/structure interaction
- Offshore engineering
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- School of Arch, Tech and Eng - Principal Lecturer
- Sustainability and Resilience Engineering Research and Enterprise Group