Uplift mobilisation resistance of subsea pipelines in loose sand

Ana Ivanovic, John Oliphant

Research output: Contribution to journalArticle

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Abstract

Upheaval buckling (UHB) is a well-known phenomenon associated with buried high-pressure high-temperature pipelines. A large number of research studies have been undertaken in the last two decades on developing reliable uplift resistance mobilisation models from which the current standards and recommendations are based. This paper examines Technip's extensive database consisting of experimental and numerical studies concerning sandy backfills only. The peak uplift mobilisation distances obtained are compared with the current DNV recommendations and a recent experimental study undertaken at the University of Cambridge. The trends obtained indicate differences associated specifically with the lower backfill cover depths and suggest that the current recommendations need to be updated. A new improved peak mobilisation distance model, which is able to capture the relevant data with a distinction made between very loose and loose sand backfill, is offered.
Original languageEnglish
Pages (from-to)217-222
Number of pages6
JournalGéotechnique Letters
Volume4
Issue numberJuly - September
DOIs
Publication statusPublished - Aug 2014

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backfill
mobilization
Sand
Pipelines
uplift
sand
Buckling
buckling
experimental study
Temperature
recommendation

Keywords

  • pipelines
  • standards
  • offshore engineering
  • sands
  • buried structures

Cite this

Uplift mobilisation resistance of subsea pipelines in loose sand. / Ivanovic, Ana; Oliphant, John.

In: Géotechnique Letters, Vol. 4, No. July - September, 08.2014, p. 217-222.

Research output: Contribution to journalArticle

Ivanovic, Ana ; Oliphant, John. / Uplift mobilisation resistance of subsea pipelines in loose sand. In: Géotechnique Letters. 2014 ; Vol. 4, No. July - September. pp. 217-222.
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