Field observations of as-laid pipeline embedment in carbonate sediments
Field observations of as-laid pipeline embedment in carbonate sediments
Reliable prediction of the embedment of untrenched subsea pipelines is of increasing importance as hydrocarbon developments progress into deeper waters, located further from shore. Pipeline design issues such as hydrodynamic stability, lateral buckling and axial walking require accurate assessment of the pipe embedment, in order to assess correctly the pipe-soil resistance forces and the thermal insulation provided by the soil. This study presents a detailed back-analysis of the laying process and the as-laid condition of a pipeline on carbonate sediments. The pipe embedment is linked to the relevant soil properties, metocean conditions, vessel motions, and lay geometry along the route. A cycle-bycycle framework is proposed for the development of embedment as the pipe is subjected to oscillations during laying. The calculations use parameters obtained from standard in situ tests, and are applied across a range of soil and lay conditions along this particular pipeline route. The proposed calculation framework incorporates the effect of the lay rate and the pipeline catenary on the embedment process. It offers a significant improvement on the current practice of applying empirical multiplicative factors to the calculated static embedment in order to account for dynamic lay effects.
Calcareous soils, Offshore engineering, Soil/structure interaction
787-798
Westgate, Z.J.
983a044b-1644-4a5c-895d-6b7c83501ab9
White, D.J.
a986033d-d26d-4419-a3f3-20dc54efce93
Randolph, M.F.
75caa33a-e630-4ae8-84cd-758797bf9633
September 2012
Westgate, Z.J.
983a044b-1644-4a5c-895d-6b7c83501ab9
White, D.J.
a986033d-d26d-4419-a3f3-20dc54efce93
Randolph, M.F.
75caa33a-e630-4ae8-84cd-758797bf9633
Westgate, Z.J., White, D.J. and Randolph, M.F.
(2012)
Field observations of as-laid pipeline embedment in carbonate sediments.
Geotechnique, 62 (9), .
(doi:10.1680/geot.12.OG.001).
Abstract
Reliable prediction of the embedment of untrenched subsea pipelines is of increasing importance as hydrocarbon developments progress into deeper waters, located further from shore. Pipeline design issues such as hydrodynamic stability, lateral buckling and axial walking require accurate assessment of the pipe embedment, in order to assess correctly the pipe-soil resistance forces and the thermal insulation provided by the soil. This study presents a detailed back-analysis of the laying process and the as-laid condition of a pipeline on carbonate sediments. The pipe embedment is linked to the relevant soil properties, metocean conditions, vessel motions, and lay geometry along the route. A cycle-bycycle framework is proposed for the development of embedment as the pipe is subjected to oscillations during laying. The calculations use parameters obtained from standard in situ tests, and are applied across a range of soil and lay conditions along this particular pipeline route. The proposed calculation framework incorporates the effect of the lay rate and the pipeline catenary on the embedment process. It offers a significant improvement on the current practice of applying empirical multiplicative factors to the calculated static embedment in order to account for dynamic lay effects.
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Published date: September 2012
Keywords:
Calcareous soils, Offshore engineering, Soil/structure interaction
Identifiers
Local EPrints ID: 419916
URI: http://eprints.soton.ac.uk/id/eprint/419916
ISSN: 0016-8505
PURE UUID: 481df88d-8196-4ece-82a8-e175a742dce4
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Date deposited: 23 Apr 2018 16:30
Last modified: 16 Mar 2024 04:32
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Author:
Z.J. Westgate
Author:
M.F. Randolph
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