TECHNICAL PAPERS
Feb 1, 1989

Reliability of Offshore Foundations—State of the Art

Publication: Journal of Geotechnical Engineering
Volume 115, Issue 2

Abstract

The uncertainties that are encountered in prediction of offshore foundation performance are reviewed. An outline of the first‐order, second‐moment method is given. This method is used to calculate the effect of uncertainties about the input on the predicted performance and reliability. Reliability analyses for an artificial island, gravity platforms on sand and on clay, and a jacket platform on piles are summarized. These examples demonstrate the use of reliability analysis in the design‐decision making process.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 115Issue 2February 1989
Pages: 157 - 178

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Published online: Feb 1, 1989
Published in print: Feb 1989

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Tien H. Wu, Fellow, ASCE
Prof. of Civ. Engrg., Ohio State Univ., Columbus, OH 43210
Wilson H. Tang
Prof. of Civ. Engrg., Univ. of Illinois, Urbana, IL 61801
Dwight A. Sangrey
Dean of Engrg., Rensselaer Polytech. Inst., Troy, NY 12181
Gregory B. Baecher, Members, ASCE
Prof. of Civ. Engrg., Mass. Inst., of Tech., Cambridge, MA 02139

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