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空気圧制御による不飽和砂質土の透水試験法
https://it-hiroshima.repo.nii.ac.jp/records/83
https://it-hiroshima.repo.nii.ac.jp/records/830b1e02ab-03b4-4d44-b47e-00428e28f234
名前 / ファイル | ライセンス | アクション |
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Item type | 学術雑誌論文 / Journal Article(1) | |||||
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公開日 | 2023-03-30 | |||||
タイトル | ||||||
タイトル | 空気圧制御による不飽和砂質土の透水試験法 | |||||
タイトル | ||||||
タイトル | Method of test for permeability of unsaturated sandy soil with controlled air pressure | |||||
言語 | en | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | unsaturated soil, permeability, laboratory test, filter,air pressure, hydraulic gradient,suction | |||||
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 |
宇野, 尚雄
× 宇野, 尚雄× 佐藤, 健× 杉井, 俊夫× 柘植, 浩史× Uno, Takao× Sato, Takeshi× Sugii, Toshio× Tsuge, Hiroshi |
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抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | A convenient method of test for permeability of unsaturated soil under controlled air pressure was examined. It was reflected on the improvement of procedure to measure a little rate of discharge infiltrated, headloss of filters attached to soil sample and so on. As a result, a guide to select filter in consideration of permeability of soil was obtained, and water content distributed through soil column was verified to be approximately uniform. It was also found that a fairly great value of hydraulic gradient was allowable to be burdened to sample, and that degree of saturation could be controlled corresponding to the air pressure, which made operation time shorter than in the previous procedure. | |||||
書誌情報 |
土木学会論文集. III 巻 418, 号 13, p. 115-124, 発行日 1990-06 |
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出版者 | ||||||
出版者 | 土木学会 | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 02897806 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AA11885856 | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application/pdf | |||||
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 | |||||
日本十進分類法 | ||||||
主題Scheme | NDC | |||||
主題 | 511.3 |