Chapter
Apr 26, 2012
Development of Deep Foundation Design for the Offshore Environment
Publication: Art of Foundation Engineering Practice
Abstract
Onshore pile capacity is often determined by means of a static load test, but this is too expensive for offshore piles because of the environment and high loads required. McClelland, et al. (1969) presented criteria for clay and sand that was incorporated in the API Recommended Practice for "Planning, Designing and Constructing Fixed Offshore Platforms" the same year. The evolution of methods used to compute the unit skin friction and unit end bearing for deep foundations in the offshore environment is presented. Recent developments, including using cone penetrometer test (CPT)-based methods for predicting axial pile capacity in sands and revised metocean design criteria, and remedial measures, are discussed.
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© 2010 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Robert F. Stevens, Ph.D.
P.E.
F.ASCE
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.