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EXPERIMENTAL STUDY OF ANISOTROPIC SHEAR STRENGTH OF SAND BY PLANE STRAIN TEST
https://sucra.repo.nii.ac.jp/records/13724
https://sucra.repo.nii.ac.jp/records/13724b548aa85-234a-4911-ba48-1efdfa55653e
名前 / ファイル | ライセンス | アクション |
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A1003862.pdf (1.2 MB)
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2009-10-22 | |||||
タイトル | ||||||
タイトル | EXPERIMENTAL STUDY OF ANISOTROPIC SHEAR STRENGTH OF SAND BY PLANE STRAIN TEST | |||||
言語 | ||||||
言語 | eng | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | <anisotropy> | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | <angle of internal friction> | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | bearing capacity | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | model test | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | <plane strain> | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | sand | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | soil structure | |||||
資源タイプ | ||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
資源タイプ | journal article | |||||
著者 |
小田, 匡寛
× 小田, 匡寛× 小石川, 功× 樋口, 利男 |
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著者 ローマ字 | ||||||
ODA, MASANOBU | ||||||
著者 ローマ字 | ||||||
KOISHIKAWA, ISAO | ||||||
著者 ローマ字 | ||||||
HIGUCHI, TOSHIO | ||||||
著者 所属 | ||||||
埼玉大学理工学部 | ||||||
著者 所属 | ||||||
埼玉大学 | ||||||
著者 所属 | ||||||
埼玉大学 | ||||||
著者 所属(別言語) | ||||||
Department of Foundation Engineering, Saitama University | ||||||
著者 所属(別言語) | ||||||
Department of Foundation Engineering Saitama University | ||||||
著者 所属(別言語) | ||||||
Department of Foundation Engineering Saitama University | ||||||
書誌情報 |
土質工学会論文報告集 en : Soils and Foundations 巻 18, 号 1, p. 25-38, 発行日 1978 |
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年月次 | ||||||
1978-3 | ||||||
出版者名 | ||||||
出版者 | 社団法人地盤工学会 | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 03851621 | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | Anisotropic parallel alignment of particles is universally observed not only in river, beach and coastal dune sands but also in artificially deposited sands. Anisotropic shear strength caused by the anisotropic parallel alignment of particles can be observed more clearly in the plane strain condition ε_2=0 than in the symmetrical stress condition σ_2=σ_3. This must be chiefly due to the fact that re-arrangement of particles during shear deformation can be more easily performed in the latter condition than in the former one. Shear strength of sand in a plane strain test has been generally believed to be 10% to 20% greater than that obtained in a triaxial compression test. When the specimen is compressed at a small angle to a bedding plane, however, it is possible that the shear strength in the plane strain test is smaller than that in the triaxial compression test. The effect of anisotropic shear strength cannot be ignored when stability problems and earth pressure problems in plane strain condition are analyzed. | |||||
注記 | ||||||
内容記述タイプ | Other | |||||
内容記述 | rights: 社団法人地盤工学会 rights: 本文データは学協会の許諾に基づきCiNiiから複製したものである relation: IsVersionOf: http://ci.nii.ac.jp/naid/110003914247/ |
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版 | ||||||
[出版社版] | ||||||
著者版フラグ | ||||||
出版タイプ | VoR | |||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
資源タイプ | ||||||
内容記述タイプ | Other | |||||
内容記述 | text | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf | |||||
作成日 | ||||||
日付 | 2009-10-08 | |||||
日付タイプ | Created | |||||
アイテムID | ||||||
A1003862 |