Research Article
Jan 1975
Liquefaction Potential at Ekotisk Tank in North Sea
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VIEW THE REPLYPublication: Journal of the Geotechnical Engineering Division
Volume 101, Issue 1
Abstract
Design of a 93-m diam x 90-m tall oil storage tank and production platform for the Norwegian North Sea required an investigation of the stability of the dense sand foundation against liquefaction from the wave induced cyclic loads on the structure. The results of special cyclic loading triaxial tests, interpretated in terms of the expected maximum storm conditions, demonstrated the adequacy of the foundation and illustrated a number of new aspects concerning the liquefaction potential of sand under cyclic loading.
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Published In
Journal of the Geotechnical Engineering Division
Volume 101 • Issue 1 • January 1975
Pages: 1 - 18
Copyright
© 1975 American Society of Civil Engineers.
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Published in print: Jan 1975
Published online: Feb 10, 2021
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Authors
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Kenneth L. Lee, M.ASCE
Assoc. Prof., School of Engrg. and Applied Sci., Univ., of Calif., Los Angeles, Calif
John A Focht Jr., F.ASCE
Executive Vice Pres., McClelland Engrs., Inc., Houston, Tex
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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.