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...

Täydet tiedot

Bibliografiset tiedot
Päätekijä: Macaro, G
Muut tekijät: Martin, C
Aineistotyyppi: Opinnäyte
Kieli:English
Julkaistu: 2015
Aiheet: