Distinct element modelling of pipe-soil interaction for offshore pipelines on granular soils

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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Bibliografiske detaljer
Hovedforfatter:	Macaro, G
Andre forfattere:	Martin, C
Format:	Thesis
Sprog:	English
Udgivet:	2015
Fag:	Offshore foundations Geotechnical engineering Civil engineering

Lignende værker

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