Chapter
Jun 6, 2018

Comparative Assessment of Component and System Reliability for Offshore Platform Pile Foundations

Publication: Innovations in Geotechnical Engineering

Abstract

Since offshore platforms are designed by component, it is of interest to understand how the performance of the overall system is related to the performance of the components in the jackets and the foundations. The objective of this study is to evaluate the reliability of components and systems for case study platforms using the updated understanding of hurricane hazards and platform performance obtained from recent hurricanes. The major conclusion is that the probability of failures for the overall platform systems decreases with an increase in the number of legs, primarily due to an increase in redundancy in pile foundation systems as the number of piles increases. These results highlight the importance of checking the capacities of the jacket and foundation systems in addition to checking components in design.

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Go to Innovations in Geotechnical Engineering
Innovations in Geotechnical Engineering
Pages: 371 - 388

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Published online: Jun 6, 2018

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Jinbo Chen, Ph.D., A.M.ASCE [email protected]
Research Engineer (Geotech), Shell Global Solutions (US) Inc.; formerly, Ph.D. Candidate, Univ. of Texas at Austin, 150 N Dairy Ashford Rd., Houston, TX 77079. E-mail: [email protected]
Robert B. Gilbert, Ph.D., M.ASCE [email protected]
P.E.
Brunswick-Abernathy Professor, Univ. of Texas at Austin, 1 University Station C1792, Austin, TX 78712. E-mail: [email protected]
Lance Manuel, Ph.D., M.ASCE [email protected]
P.E.
T.U. Taylor Professor, Univ. of Texas at Austin, 1 University Station C1792, Austin, TX 78712. E-mail: [email protected]
Albert Ku, Ph.D., M.ASCE [email protected]
P.E.
Managing Director, Energo, 601 Jefferson St., Houston, TX 77002. E-mail: [email protected]

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