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砂のセン断強度および静止土圧係数に及ぼす粒径の影響について
http://hdl.handle.net/10069/23888
http://hdl.handle.net/10069/2388884e6d361-26be-491d-b2c5-5f4ecd261bb5
名前 / ファイル | ライセンス | アクション |
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kogaku00_09_06.pdf (567.0 kB)
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2010-09-14 | |||||
タイトル | ||||||
タイトル | 砂のセン断強度および静止土圧係数に及ぼす粒径の影響について | |||||
言語 | ||||||
言語 | jpn | |||||
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 |
落合, 英俊
× 落合, 英俊 |
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著者別名 | ||||||
姓名 | Ochiai, Hidetoshi | |||||
その他のタイトル | ||||||
その他のタイトル | Effect of Particle Size on Shear Strength and Coefficient of Earth Pressure at Rest of Sands | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | In order to research the effect of partic1e size on shear strength and coefficient of earth pressure at rest of sands, the triaxial compression tests and the experiments of earth pressure at rest were carried. After analysing the results obtained by experiments, the following conclusions were obtained. (1) Internal friction angle, φ' , of sands increases with a decrease of partic1e size. (2) Difference of shear strength of sands based on particle size is due to the volume change behaviour at failure. (3) Coefficient of earth pressure at rest, K。, of sands increases with an increase of particle size. (4) Existence of fine particle in sand causes a decrease of K。-value. | |||||
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 9, p. 43-50, 発行日 1977-07 |
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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 | |||||
出版者別言語 | ||||||
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, (9), pp.43-50; 1977 |