An investigation on the performance of a self-installing monopiled GBS structure under lateral loading

Kevin Stone, Alex Tillman, Mohsen Vaziri

Research output: Chapter in Book/Conference proceeding with ISSN or ISBNConference contribution with ISSN or ISBNResearchpeer-review

Abstract

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 and cruciform shaped piles. The results clearly demonstrate a significant enhancement to lateral resistance offered by the addition of a monopile to a GBS.
Original languageEnglish
Title of host publication9th International Conference on Physical Modelling in Geotechnics
Place of PublicationLondon
Pages0-0
Number of pages1
Publication statusAccepted/In press - 26 Feb 2018
Event9th International Conference on Physical Modelling in Geotechnics - City University London, 17-20 July 2018
Duration: 1 Jul 2018 → …

Conference

Conference9th International Conference on Physical Modelling in Geotechnics
Period1/07/18 → …

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Gravitation
Caissons
Piles
Geometry

Cite this

Stone, K., Tillman, A., & Vaziri, M. (Accepted/In press). An investigation on the performance of a self-installing monopiled GBS structure under lateral loading. In 9th International Conference on Physical Modelling in Geotechnics (pp. 0-0). London.
Stone, Kevin ; Tillman, Alex ; Vaziri, Mohsen. / An investigation on the performance of a self-installing monopiled GBS structure under lateral loading. 9th International Conference on Physical Modelling in Geotechnics. London, 2018. pp. 0-0
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Stone, K, Tillman, A & Vaziri, M 2018, An investigation on the performance of a self-installing monopiled GBS structure under lateral loading. in 9th International Conference on Physical Modelling in Geotechnics. London, pp. 0-0, 9th International Conference on Physical Modelling in Geotechnics, 1/07/18.

An investigation on the performance of a self-installing monopiled GBS structure under lateral loading. / Stone, Kevin; Tillman, Alex; Vaziri, Mohsen.

9th International Conference on Physical Modelling in Geotechnics. London, 2018. p. 0-0.

Research output: Chapter in Book/Conference proceeding with ISSN or ISBNConference contribution with ISSN or ISBNResearchpeer-review

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N2 - 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 and cruciform shaped piles. The results clearly demonstrate a significant enhancement to lateral resistance offered by the addition of a monopile to a GBS.

AB - 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 and cruciform shaped piles. The results clearly demonstrate a significant enhancement to lateral resistance offered by the addition of a monopile to a GBS.

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Stone K, Tillman A, Vaziri M. An investigation on the performance of a self-installing monopiled GBS structure under lateral loading. In 9th International Conference on Physical Modelling in Geotechnics. London. 2018. p. 0-0