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STRESS CONDITIONS WITHIN SIMPLE SHEAR TEST SPECIMEN
http://hdl.handle.net/10069/23941
http://hdl.handle.net/10069/239417f8096df-a848-457b-80d0-bebfb94a1563
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
kogaku00_12_08.pdf (478.8 kB)
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| アイテムタイプ | 紀要論文 / Departmental Bulletin Paper(1) | |||||||
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| 公開日 | 2010-09-15 | |||||||
| タイトル | ||||||||
| タイトル | STRESS CONDITIONS WITHIN SIMPLE SHEAR TEST SPECIMEN | |||||||
| 言語 | ||||||||
| 言語 | eng | |||||||
| 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 | departmental bulletin paper | |||||||
| 著者 |
Ochiai, Hidetoshi
× Ochiai, Hidetoshi
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| 抄録 | ||||||||
| 内容記述タイプ | Abstract | |||||||
| 内容記述 | On the basis of the assumption that the stresses within the simple shear test specimen are completely uniform, the two methods for interpreting the stresses within the specimen are described. The first method consists in assuming that the simple shear stress conditions are represented by the pure shear stress conditions. The second method is based on the assumption that the directions of the principal stress axes during simple shear are known. The differences between the two methods are discussed, and the undrained shear strength values of normally consolidated clays measured in the simple shear test are compared with those measured in the triaxial compression test on an equal basis. | |||||||
| 書誌情報 |
長崎大学工学部研究報告 en : Reports of the Faculty of Engineering, Nagasaki University 号 12, p. 57-64, 発行日 1979-02 |
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| ISSN | ||||||||
| 収録物識別子タイプ | ISSN | |||||||
| 収録物識別子 | 02860902 | |||||||
| EISSN | ||||||||
| 収録物識別子タイプ | ISSN | |||||||
| 収録物識別子 | 18805574 | |||||||
| 書誌レコードID | ||||||||
| 収録物識別子タイプ | NCID | |||||||
| 収録物識別子 | AN00178418 | |||||||
| 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 | |||||||
| 出版者 | ||||||||
| 出版者 | 長崎大学工学部 | |||||||
| 出版社別言語 | ||||||||
| 値 | Faculty of Engineering, Nagasaki University | |||||||
| 引用 | ||||||||
| 内容記述タイプ | Other | |||||||
| 内容記述 | 長崎大学工学部研究報告, (12), pp.57-64; 1979 | |||||||
