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アイテム
異なる応力履歴を受けた飽和砂の非排水せん断特性
https://nagano-nct.repo.nii.ac.jp/records/659
https://nagano-nct.repo.nii.ac.jp/records/659b7cb46be-7976-44d9-80e9-b4c2c0790cb4
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
nagano_nct-19-15.pdf (516.0 kB)
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| アイテムタイプ | Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2013-02-21 | |||||
| タイトル | ||||||
| タイトル | 異なる応力履歴を受けた飽和砂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 | THE UNDRAINED SHEAR CHARACTERISTICS OF SATURATED SAND SUBJECTED TO DIFFERENT STRESS HISTORIES | |||||
| 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 | Generally, soil liquefaction during earthquake were occured at shallow-sandy saturated soil layer. These sandy soils became a overconsolidated state after earthquake because of the in-situ effective stress decreases due to the excess pore water pressure set up during earthquake loading. In addition, it was also subjected to pre-shear history due to previous earthquake and superstructures loadings. Their strength-deformation characteristics of the above mentioned soils were different from that of normally consolidated and non-presheared sandy soil even if the relative density was almost the same. This paper describes the test results of the four types of triaxial compression undrained tests and summarizes the influences of different stress histories on the undrained shear characteristics of saturated sand. | |||||
| 書誌情報 |
長野工業高等専門学校紀要 巻 19, p. 111-120, 発行日 1988-12-28 |
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| 出版者 | ||||||
| 出版者 | 長野工業高等專門学校 | |||||
| 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 | |||||
