Design Optimisation of Deep Pile Foundations Installed by Static Forces
Design Optimisation of Deep Pile Foundations Installed by Static Forces
This paper presents preliminary experimental and analytical investigations of the push-in pile concept, which aims at installing piles in the offshore environment without significant underwater noise. The concept replaces a large diameter pile with a cluster of closely spaced smaller piles. The piles are installed progressively by cycles of jacking. During each cycle, a pile is successively pushed downwards or moved upwards while used as a reaction pile. This process was physically modelled in a geotechnical beam centrifuge and a predictive model was developed and calibrated against these tests. A parametric study was then undertaken to optimise the cluster design and reduce the tool weight necessary to achieve a given installation depth or cluster capacity. Smaller pile diameters are more beneficial to reduce the necessary tool weight during the cluster installation, but require considerably longer piles to achieve the target capacity. The full optimisation of a cost-effective pile cluster will require additional constraints, such as the lateral capacity (not investigated here) and expected installation time.
Offshore Technology Conference
Huisman, Marco
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Ottolini, Marius
7797347b-7b03-4f2e-bb88-da36baff6646
Cerfontaine, Benjamin
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Brown, Michael John
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Davidson, Craig
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Sharif, Yaseen
f8ed0802-9644-479f-b288-77dec7624aa8
Robinson, Scott
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March 2022
Huisman, Marco
f4f09317-d3c7-45bd-8112-44c0647a5c4e
Ottolini, Marius
7797347b-7b03-4f2e-bb88-da36baff6646
Cerfontaine, Benjamin
0730daf4-9d6b-4f2d-a848-a3fc54505a02
Brown, Michael John
27736c04-73e9-4b91-9fcb-1f17b1fae421
Davidson, Craig
972704f2-5a32-4469-ad4f-358c60ef8de2
Sharif, Yaseen
f8ed0802-9644-479f-b288-77dec7624aa8
Robinson, Scott
240fda16-6d00-4909-abc0-ae0061afca8b
Huisman, Marco, Ottolini, Marius, Cerfontaine, Benjamin, Brown, Michael John, Davidson, Craig, Sharif, Yaseen and Robinson, Scott
(2022)
Design Optimisation of Deep Pile Foundations Installed by Static Forces.
In Offshore Technology Conference Asia, OTCA 2022.
Offshore Technology Conference..
(doi:10.4043/31461-MS).
Record type:
Conference or Workshop Item
(Paper)
Abstract
This paper presents preliminary experimental and analytical investigations of the push-in pile concept, which aims at installing piles in the offshore environment without significant underwater noise. The concept replaces a large diameter pile with a cluster of closely spaced smaller piles. The piles are installed progressively by cycles of jacking. During each cycle, a pile is successively pushed downwards or moved upwards while used as a reaction pile. This process was physically modelled in a geotechnical beam centrifuge and a predictive model was developed and calibrated against these tests. A parametric study was then undertaken to optimise the cluster design and reduce the tool weight necessary to achieve a given installation depth or cluster capacity. Smaller pile diameters are more beneficial to reduce the necessary tool weight during the cluster installation, but require considerably longer piles to achieve the target capacity. The full optimisation of a cost-effective pile cluster will require additional constraints, such as the lateral capacity (not investigated here) and expected installation time.
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Published date: March 2022
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Copyright © 2022, Offshore Technology Conference.
Venue - Dates:
2022 Offshore Technology Conference Asia, OTCA 2022, , Kuala Lumpur, Virtual, Malaysia, 2022-03-22 - 2022-03-25
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Local EPrints ID: 477479
URI: http://eprints.soton.ac.uk/id/eprint/477479
PURE UUID: 7fb4cc33-9d54-4f70-ab8f-72b40b9755bc
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Date deposited: 06 Jun 2023 17:18
Last modified: 17 Mar 2024 04:02
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Author:
Marco Huisman
Author:
Marius Ottolini
Author:
Craig Davidson
Author:
Yaseen Sharif
Author:
Scott Robinson
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