Model tests of lateral loading for surface pipelines on sand

Offshore pipelines are often placed on the seabed surface. For these pipelines the stress induced by thermal expansion, caused by the hot products being transported, can lead to cases of lateral buckling. An accurate assessment of the pipeline's susceptibility to buckling, and therefore an asse...

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मुख्य लेखकों: Li, Y, Byrne, B
स्वरूप: Journal article
भाषा:English
प्रकाशित: 2014
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author Li, Y
Byrne, B
author_facet Li, Y
Byrne, B
author_sort Li, Y
collection OXFORD
description Offshore pipelines are often placed on the seabed surface. For these pipelines the stress induced by thermal expansion, caused by the hot products being transported, can lead to cases of lateral buckling. An accurate assessment of the pipeline's susceptibility to buckling, and therefore an assessment of the pipeline's structural integrity, requires accurate modelling of the pipe-soil interaction, particularly for lateral pipe motions. Previous studies find that the pipe's lateral resistance is dependent on the pipe embedment (relative to the pipe diameter), loading history of the pipe and the soil properties. This paper describes laboratory testing that complements existing experimental data, to allow the development of better pipe-soil resistance models. A pipe with diameter of 100 mm was used in the experiments, and was move up to eight diameters laterally, replicating a typical lateral pipe excursion. The experiments consist of (a) penetration tests, (b) "swipe" tests and (c) probe tests, under constant vertical load, which allow a thorough investigation of the key parameters affecting the lateral soil-resistance for shallowly embedded pipes. © 2010 Taylor and Francis Group, London.
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spelling oxford-uuid:b6322fac-e841-4476-880c-8ac3b1f3cea62022-03-27T04:39:07ZModel tests of lateral loading for surface pipelines on sandJournal articlehttp://purl.org/coar/resource_type/c_dcae04bcuuid:b6322fac-e841-4476-880c-8ac3b1f3cea6EnglishSymplectic Elements at Oxford2014Li, YByrne, BOffshore pipelines are often placed on the seabed surface. For these pipelines the stress induced by thermal expansion, caused by the hot products being transported, can lead to cases of lateral buckling. An accurate assessment of the pipeline's susceptibility to buckling, and therefore an assessment of the pipeline's structural integrity, requires accurate modelling of the pipe-soil interaction, particularly for lateral pipe motions. Previous studies find that the pipe's lateral resistance is dependent on the pipe embedment (relative to the pipe diameter), loading history of the pipe and the soil properties. This paper describes laboratory testing that complements existing experimental data, to allow the development of better pipe-soil resistance models. A pipe with diameter of 100 mm was used in the experiments, and was move up to eight diameters laterally, replicating a typical lateral pipe excursion. The experiments consist of (a) penetration tests, (b) "swipe" tests and (c) probe tests, under constant vertical load, which allow a thorough investigation of the key parameters affecting the lateral soil-resistance for shallowly embedded pipes. © 2010 Taylor and Francis Group, London.
spellingShingle Li, Y
Byrne, B
Model tests of lateral loading for surface pipelines on sand
title Model tests of lateral loading for surface pipelines on sand
title_full Model tests of lateral loading for surface pipelines on sand
title_fullStr Model tests of lateral loading for surface pipelines on sand
title_full_unstemmed Model tests of lateral loading for surface pipelines on sand
title_short Model tests of lateral loading for surface pipelines on sand
title_sort model tests of lateral loading for surface pipelines on sand
work_keys_str_mv AT liy modeltestsoflateralloadingforsurfacepipelinesonsand
AT byrneb modeltestsoflateralloadingforsurfacepipelinesonsand