Shallow penetrometer tests - theoretical and experimental modelling of penetration and dissipation stages
Shallow penetrometer tests - theoretical and experimental modelling of penetration and dissipation stages
Shallow penetrometers are devices that penetrate into and measure the properties of surficial offshore sediments via multi-phase tests involving penetration, dissipation and rotation stages. In fine grained soils such as silts and clays, these testing stages yield undrained strength, consolidation and friction properties relevant to subsea pipeline and shallow foundation design. This paper describes toroid and hemiball devices of the scale for use in box core samples, and associated interpretation methods for the penetration and dissipation stages. The aim of the paper is to provide all tools needed to design and interpret these tests. New large deformation finite element (LDFE) dissipation solutions are presented, which can be used for back-analysis of the dissipation stage. Results of an extensive laboratory proof testing exercise in kaolin clay, for both the hemiball and toroid penetrometer, are also reported. These results highlight the potential of the two devices to quickly and economically assess strength and consolidation characteristics of fine-grained sediments in box-core samples recovered to the deck of a site investigation vessel.
Schneider, Mark Andreas
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Stanier, Sam A.
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White, David
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Randolph, Mark F.
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1 April 2020
Schneider, Mark Andreas
f14f118f-0632-4dc3-a148-f21bd6d45fac
Stanier, Sam A.
cb3cdd2c-dbb5-4169-8261-0bc282a1a564
White, David
a986033d-d26d-4419-a3f3-20dc54efce93
Randolph, Mark F.
75caa33a-e630-4ae8-84cd-758797bf9633
Schneider, Mark Andreas, Stanier, Sam A., White, David and Randolph, Mark F.
(2020)
Shallow penetrometer tests - theoretical and experimental modelling of penetration and dissipation stages.
Canadian Geotechnical Journal.
(doi:10.1139/cgj-2018-0656).
Abstract
Shallow penetrometers are devices that penetrate into and measure the properties of surficial offshore sediments via multi-phase tests involving penetration, dissipation and rotation stages. In fine grained soils such as silts and clays, these testing stages yield undrained strength, consolidation and friction properties relevant to subsea pipeline and shallow foundation design. This paper describes toroid and hemiball devices of the scale for use in box core samples, and associated interpretation methods for the penetration and dissipation stages. The aim of the paper is to provide all tools needed to design and interpret these tests. New large deformation finite element (LDFE) dissipation solutions are presented, which can be used for back-analysis of the dissipation stage. Results of an extensive laboratory proof testing exercise in kaolin clay, for both the hemiball and toroid penetrometer, are also reported. These results highlight the potential of the two devices to quickly and economically assess strength and consolidation characteristics of fine-grained sediments in box-core samples recovered to the deck of a site investigation vessel.
Text
cgj-2018-0656.R1_FirstLook
- Accepted Manuscript
More information
Accepted/In Press date: 2 May 2019
e-pub ahead of print date: 29 May 2019
Published date: 1 April 2020
Identifiers
Local EPrints ID: 432951
URI: http://eprints.soton.ac.uk/id/eprint/432951
ISSN: 0008-3674
PURE UUID: 6a452841-17f3-470d-a6d9-258429f778da
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Date deposited: 01 Aug 2019 16:30
Last modified: 16 Mar 2024 04:32
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Author:
Mark Andreas Schneider
Author:
Sam A. Stanier
Author:
Mark F. Randolph
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