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...

Полное описание

Библиографические подробности
Главный автор:	Macaro, G
Другие авторы:	Martin, C
Формат:	Диссертация
Язык:	English
Опубликовано:	2015
Предметы:	Offshore foundations Geotechnical engineering Civil engineering

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