Chapter
Dec 31, 2015
Prediction of Wave-Induced Seafloor Movements
Publication: Coastal Engineering 1976
Abstract
Foundation design for offshore structures in areas where wave-induced bottom pressures cause submarine mud slides requires a knowledge of the potential depth of slide and of the magnitude and distribution of soil movements below the slide. Several methods have been developed to evaluate the stability of the seafloor due to wave-induced bottom pressures. These methods are reviewed and an improved procedure is presented. This procedure makes use of finite element analysis and combines in a rational manner oceanographic information on wave statistics with stress-strain behavior of soils under cyclic load conditions in order to evaluate the effects of a given storm history on the behavior of submarine sediments.
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© 1977 American Society of Civil Engineers.
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Published online: Dec 31, 2015
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Leland Milo Kraft Jr., M.ASCE
Manager, Special Projects Group, McClelland Engineers, Inc., Houston, Texas
David James Watkins, A.M.ASCE
Project Engineer, McClelland Engineers, Inc., Houston, Texas
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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.