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粘土のK0-圧密とそのせん断特性
https://doi.org/10.24517/00011726
https://doi.org/10.24517/00011726a6ed9add-523f-42c4-a1eb-3569408812f4
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
AN00044309-11-2-45.pdf (276.9 kB)
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| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2017-10-03 | |||||
| タイトル | ||||||
| タイトル | 粘土のK0-圧密とそのせん断特性 | |||||
| タイトル | ||||||
| タイトル | The K0-value and Shear Properties of one Dimensionally Consolidated Clay | |||||
| 言語 | en | |||||
| 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 | |||||
| ID登録 | ||||||
| ID登録 | 10.24517/00011726 | |||||
| ID登録タイプ | JaLC | |||||
| 著者 |
八木, 則男
× 八木, 則男 |
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| 著者別表示 |
Yagi, Norio
× Yagi, Norio |
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| 書誌情報 |
金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University 巻 11, 号 2, p. 45-56, 発行日 1978-03-25 |
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| ISSN | ||||||
| 収録物識別子タイプ | ISSN | |||||
| 収録物識別子 | 0022-832X | |||||
| NCID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN00044309 | |||||
| 出版者 | ||||||
| 出版者 | 金沢大学工学部 = Faculty of Technology Kanazawa University | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | In this paper, first, some comments on the method, apparatus, are given. Following these comments two kinds of consolidation tests were carried out using triaxial apparatus. In one test, there is no lateral deformation of a specimen (Kₒᵣ-test) and in the other test （Kₒₐ-test), there is no axial deformation of a specimen. After consolidation, shear tests (axially compression test) on some specimens were performed. From these tests, following results are concluded. 1) The Kₒ-value in both consolidation test is unity, when over consolidation ratio is between 4 and 6. 2) The relationship between Kₒ-value and internal friction angle Φ' in Kₒᵣ-test is between Jaky's and Brooker's expression. 3) Secondaly consolidation velocity d(ΔV/V)/d (log t) has linear relation with stress ratio |(σ'ₐ-σ',)|/σ'ₘ, when |(σ'ₐ-σ',)|/σ'ₘ is smaller than 0.45. 4) The internal friction angle Φ' of Kₒᵣ-test specimen at (σₐ-σ,)ₘₐₓ is a little smaller than one of Kₒᵣ-test specimen. 5) The undrained strength of Kₒᵣ-test specimen is bigger than Kₒᵣ-test one at same water content. |
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| 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 | |||||
