Abstract
Submarine buried pipelines may often interact with shallow layers of loose sand that are particularly prone to liquefaction. When liquefaction is triggered by environmental loading and/or mechanical vibrations, the soil tends to behave as a viscous solid-fluid mixture and the pipeline to undergo either flotation or sinking. While a few indications can be found in the literature on the triggering condition for flotation/sinking, no conclusive methods are available to estimate the displacement of the pipe when liquefaction cannot be avoided. This preliminary work shows that combining in numerical simulations fluid and soil mechanics may successfully serve such a goal. The proposed modelling approach is compared to the results of small-scale pipe flotation tests, with emphasis on existing knowledge gaps and indications for future research on the subject.
Original language | English |
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Title of host publication | 17th European Conference on Soil Mechanics and Geotechnical Engineering, ECSMGE 2019 - Proceedings |
Subtitle of host publication | Geotechnical Engineering foundation of the future |
Editors | Haraldur Sigursteinsson, Sigurður Erlingsson, Bjarni Bessason |
Publisher | Icelandic Geotechnical Society (IGS) |
Pages | 1-8 |
Number of pages | 8 |
ISBN (Electronic) | 9789935943613 |
ISBN (Print) | 978-9935-9436-1-3 |
DOIs | |
Publication status | Published - 2019 |
Event | The XVII European Conference on Soil Mechanics and Geotechnical Engineering: Geotechnical Engineering, foundation of the future - Reykjavik, Iceland Duration: 1 Sept 2019 → 6 Sept 2019 https://www.ecsmge-2019.com/# |
Conference
Conference | The XVII European Conference on Soil Mechanics and Geotechnical Engineering |
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Abbreviated title | ECSMGE |
Country/Territory | Iceland |
City | Reykjavik |
Period | 1/09/19 → 6/09/19 |
Internet address |
Bibliographical note
Accepted Author ManuscriptKeywords
- Consolidation
- Finite element modelling
- Liquefaction
- Offshore engineering
- Pipes & pipelines