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ID 15822
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Author
Nago Hiroshi
Abstract
Under the attack of storm waves, there are many destructions of coastal structures in the forms of sinking and sliding. These types of destructions will be in close relation to the dynamic behavior of sand bed around the structures. From this point of view, in this paper, we investigate the characteristics of the pore water pressure and effective stresses in the highly saturated sand bed under oscillating water pressure theoretically. The results indicate that the oscillating water pressure induce the notable drop of strength of sand bed around the structure under certain condition.
Publication Title
Memoirs of the School of Engineering, Okayama University
Published Date
1986-02-28
Volume
volume20
Issue
issue2
Publisher
岡山大学工学部
Publisher Alternative
School of Engineering, Okayama University
Start Page
35
End Page
45
ISSN
0475-0071
NCID
AA00733903
Content Type
Departmental Bulletin Paper
OAI-PMH Set
岡山大学
language
English
File Version
publisher
NAID
Eprints Journal Name
mfe