Research Article
Feb 1981
Offshore Gravity Structures: Centrifugal Modeling
Publication: Journal of the Geotechnical Engineering Division
Volume 107, Issue 2
Abstract
Offshore gravity structure foundations, including their analysis and design, are investigated. The results of an experimental study on the interaction of such structures with their soil foundations when subjected to wave forces are reported. The experimental tests were performed in a centrifuge at 100 g centrifugal acceleration with a 10-cm diam model structure bearing on a normally consolidated desposit of Santa Barbara silt. Therefore, the experimental test results apply to a 10-m diam prototype structure. The model structure was subjected to both monotonic and cyclic, as well as inclined and eccentric loading conditions; and its resulting movements (sinking, sliding and tilting) were recorded.
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Published In
Journal of the Geotechnical Engineering Division
Volume 107 • Issue 2 • February 1981
Pages: 125 - 141
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Feb 1981
Published online: Feb 11, 2021
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Authors
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Jean H. Prevost, M.ASCE
Asst. Prof. of Civ. Engrg., Princeton Univ., Princeton, N.J. 08544
Ronald F. Scott, M.ASCE
Prof. of Civ. Engrg., 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.