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抄録
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.
収録刊行物
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- Memoirs of the School of Engineering, Okayama University
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Memoirs of the School of Engineering, Okayama University 20 (2), 35-45, 1986-02-28
岡山大学工学部
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詳細情報 詳細情報について
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- CRID
- 1390009224557017472
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- NII論文ID
- 120002307664
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- NII書誌ID
- AA00733903
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- ISSN
- 04750071
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- DOI
- 10.18926/15822
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- 本文言語コード
- en
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- データソース種別
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- JaLC
- IRDB
- CiNii Articles