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低拘束圧力下におけるK_0圧密粘性土の非排水せん断特性
https://nagano-nct.repo.nii.ac.jp/records/479
https://nagano-nct.repo.nii.ac.jp/records/479d9992b70-b49c-4e18-907b-97c8c3c3f9e4
名前 / ファイル | ライセンス | アクション |
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nagano_nct-22-08.pdf (678.3 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 | 低拘束圧力下におけるK_0圧密粘性土の非排水せん断特性 | |||||
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 | UNDRAINED SHEAR CHARACTERISTICS OF K_0-CONSOLIDATED COHESIVE SOIL AT LOW CONFINING PRESSURES | |||||
著者 |
常田, 亮
× 常田, 亮× 亀井, 健史× 小川, 正二× 玉川, 善徳 |
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抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | In order to investigate the undrained shear characteristics of K_0-consolidated cohesive soil at low confining pressure, four types of triaxial tests (CK_0U^―C, CK_0U^―E, CK_0RK_0U^―C and CK_0RK_0U^―E) were performed on saturated cohesive soil. The conclusions from this study are follows; 1) A ratio of the undrained shear strength to vertical effective consolidation stress obtained at low confining pressure is larger than that obtained at high confining pressures. 2) The undrained shear strength anisotropy is approximately constant within the range of OCRs of 1 to 4. 3) The modulus of deformation seems to approximately in linear relationship with vertical effective consolidation stress. | |||||
書誌情報 |
長野工業高等専門学校紀要 巻 22, p. 45-55, 発行日 1990-12-28 |
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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 |