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線状・面状補強材で補強した細粒分まじり砂の強度特性
https://kindai.repo.nii.ac.jp/records/12867
https://kindai.repo.nii.ac.jp/records/12867f7230a98-ff5e-4703-b802-98632740c573
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
AA12315376-20100115-0071.pdf (4.8 MB)
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| Item type | ☆紀要論文 / Departmental Bulletin Paper(1) | |||||||||||||
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| 公開日 | 2014-09-03 | |||||||||||||
| タイトル | ||||||||||||||
| タイトル | 線状・面状補強材で補強した細粒分まじり砂の強度特性 | |||||||||||||
| タイトル | ||||||||||||||
| タイトル | Strength characteristics of the sand with fine fraction reinforced by linear and sheet-like reinforcement | |||||||||||||
| 言語 | en | |||||||||||||
| 著者 |
田口, 善文
× 田口, 善文
× 村上, 真琴
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| 言語 | ||||||||||||||
| 言語 | jpn | |||||||||||||
| キーワード | ||||||||||||||
| 主題 | reinforced soil, strength characteristics, sand with fine fraction, linear and sheet-like reinforcement | |||||||||||||
| 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(英) | ||||||||||||||
| 言語 | en | |||||||||||||
| 値 | TAGUCHI, Yoshifumi | |||||||||||||
| 著者(英) | ||||||||||||||
| 言語 | en | |||||||||||||
| 値 | MURAKAMI, Makoto | |||||||||||||
| 著者 所属 | ||||||||||||||
| 値 | 近畿大学工業高等専門学校総合システム工学科都市環境系 | |||||||||||||
| 著者 所属 | ||||||||||||||
| 値 | 近畿大学工業高等専門学校生産システム工学専攻土木工学系 | |||||||||||||
| 著者所属(翻訳) | ||||||||||||||
| 値 | Kinki University Technical College | |||||||||||||
| 著者所属(翻訳) | ||||||||||||||
| 値 | Kinki University Technical College | |||||||||||||
| 版 | ||||||||||||||
| 出版タイプ | VoR | |||||||||||||
| 出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||||||||||
| 出版者 名前 | ||||||||||||||
| 出版者 | 近畿大学工業高等専門学校 | |||||||||||||
| 書誌情報 |
近畿大学工業高等専門学校研究紀要 en : Research reports Kinki University Technical College 巻 3, p. 71-76, 発行日 2010-01-01 |
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| ISSN | ||||||||||||||
| 収録物識別子タイプ | ISSN | |||||||||||||
| 収録物識別子 | 18824374 | |||||||||||||
| 抄録 | ||||||||||||||
| 内容記述タイプ | Abstract | |||||||||||||
| 内容記述 | [Abstract] In the reinforced soil of the embankment, it is chiefly used for the sandy soil so that the frictional force between reinforcement and the soil may become important. However, on the site, it is possible to use the cohesive soil and the sand with fine fraction as a banking materials according to the soil and condition of execution. And, it is thought that the effect of linear and sheet-like reinforcement changes according to properties of the soil when paying attention to the shape of reinforcement. The tensile reinforcement was inserted in the specimen that mixed the sand with the kaolinclay, imitated the sand with fine fraction, and the kind, shape, and interval of reinforcement were changed variously, and the compressive strength of the reinforced soil by unconfined compression test was examined. As a result, the effect of reinforcement of the sheet-like reinforcements was higher. | |||||||||||||
| フォーマット | ||||||||||||||
| 内容記述タイプ | Other | |||||||||||||
| 内容記述 | application/pdf | |||||||||||||
