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飽和度の違いがカオリンの一軸圧縮試験結果に及ぼす影響
https://nagano-nct.repo.nii.ac.jp/records/399
https://nagano-nct.repo.nii.ac.jp/records/399cac7c816-4ae1-4465-87fa-317fc6b22455
名前 / ファイル | ライセンス | アクション |
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nagano_nct-29-05.pdf (590.9 kB)
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Item type | Departmental Bulletin Paper(1) | |||||
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公開日 | 2013-02-19 | |||||
タイトル | ||||||
タイトル | 飽和度の違いがカオリンの一軸圧縮試験結果に及ぼす影響 | |||||
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 | |||||
その他(別言語等)のタイトル | ||||||
その他のタイトル | Influence of Degree of Saturation on Unconfined Compression Test Results of Kaolinite | |||||
著者 |
常田, 亮
× 常田, 亮× 亀井, 健史 |
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抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | In order to investigate the influence of degree of saturation on unconfined compression test results of the compacted kaolinite, unconfined compression tests were performed on the compacted soil with different initial dry density and initial degree of saturation. As a consequence, the unconfined compressive strength and the deformation modulus increase with the decrease in the degree of saturation. In addition, linear correlations between the unconfined compressive strength and the suction at failure are obtained. The applicability of these results and conclusions to natural soils will require further research. | |||||
書誌情報 |
長野工業高等専門学校紀要 巻 29, p. 37-46, 発行日 1995-12-28 |
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出版者 | ||||||
出版者 | 長野工業高等専門学校 | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 0286-1909 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00179170 | |||||
フォーマット | ||||||
内容記述タイプ | Other | |||||
内容記述 | application | |||||
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 |