Research Article
Feb 1975
Wave Induced Pressures in Permeable Seabeds
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VIEW THE REPLYAuthors: Hermann Moshagen and Alf TørumAuthor Affiliations
Publication: Journal of the Waterways, Harbors and Coastal Engineering Division
Volume 101, Issue 1
Abstract
A theoretical investigation on the transmission of wave induced pressures into a permeable sea bottom has been performed. Assuming that the soil water is compressible, while the grain skeleton is assumed rigid, the resulting theoretical model describes an effective mechanism by which the soil permeability affects the pressure transmission.
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Published In
Journal of the Waterways, Harbors and Coastal Engineering Division
Volume 101 • Issue 1 • February 1975
Pages: 49 - 57
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Feb 1975
Published online: Feb 12, 2021
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Authors
Affiliations
Hermann Moshagen
Sr. Res earch Engr., River and Harbour Lab., Norwegian Inst. of Tech., Trondheim, Norway
Alf Tørum
Head, Dept. of Harbour a nd Marine Tech., River and Harbour Lab., Norwegian Inst. of Tech., Trondheim, Norway
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