Research Article
Feb 1981
Offshore Gravity Structures: Analysis
Authors: Jean H. Prevost, M.ASCE, Ronald F. Scott, M.ASCE, Thomas J.R. Hughes, M.ASCE, and Bernard CunyAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 2
Abstract
Experimental and analytical studies are described on the offshore gravity structure foundations with their soil foundations when subjected to wave forces. The experimental tests were performed in a centrifuge at 100g centrifugal acceleration with a 10-cm diam model structure bearing on a normally consolidated deposit of Santa Barbara silt, and therfore apply to a 10-m diam prototype structure. The analytical predicitions, for the particular prototype situation considered in this study, were obtained by using a finite element program which incorporates a three-dimensional nonlinear soil model capable of describing the behavior of the Santa Barbara silt under both monotonic and cyclic loading conditions. The results of both two-dimensional (plane strain) and three-dimensional calculations are reported, and the are compared with the experimental test results obtained in the centrifuge.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 2 • February 1981
Pages: 143 - 165
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Feb 1981
Published online: Feb 11, 2021
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Authors
Affiliations
Jean H. Prevost, M.ASCE
Asst. Prof. of Civ. Engrg., Princeton Univ., Princeton, N.J.
Ronald F. Scott, M.ASCE
Prof. of Civ. Engrg., California Inst. of Tech., Pasadena, Calif
Thomas J.R. Hughes, M.ASCE
Assoc. Prof. Of Structural Mechanics, California Inst. of Tech., Pasadena, Calif
Bernard Cuny
Grad. Student, California Inst. of Tech., Pasadena, Calif
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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.