Distinct element modelling of pipe-soil interaction for offshore pipelines on granular soils
<p>Offshore on-bottom pipelines are subjected to cycles of thermal and pressure-induced axial expansion, which can cause them to buckle laterally. For an elegant and cost-effective solution, lateral buckling is allowed in a controlled manner. Of the various design parameters, the soil resistan...
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| Formato: | Thesis |
| Idioma: | English |
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2015
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