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盛土材としての土の１次元圧密方程式について
http://hdl.handle.net/10076/2682
http://hdl.handle.net/10076/268285275bf2-538f-462f-a467-08ad6da44823
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
AN100738460000106.pdf (426.3 kB)
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| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|
| 公開日 | 2007-03-23 | |||||||||
| タイトル | ||||||||||
| タイトル | 盛土材としての土の１次元圧密方程式について | |||||||||
| 言語 | ja | |||||||||
| 言語 | ||||||||||
| 言語 | jpn | |||||||||
| キーワード | ||||||||||
| 主題Scheme | Other | |||||||||
| 主題 | consolidation | |||||||||
| キーワード | ||||||||||
| 主題Scheme | Other | |||||||||
| 主題 | consolidation test | |||||||||
| キーワード | ||||||||||
| 主題Scheme | Other | |||||||||
| 主題 | compaction | |||||||||
| キーワード | ||||||||||
| 主題Scheme | Other | |||||||||
| 主題 | settlement | |||||||||
| キーワード | ||||||||||
| 主題Scheme | Other | |||||||||
| 主題 | viscoelasticity | |||||||||
| 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 | |||||||||
| 著者 |
井上, 宗治
× 井上, 宗治
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| 抄録 | ||||||||||
| 内容記述タイプ | Abstract | |||||||||
| 内容記述 | In consolidation tests on compacted soils as embankment materials, the curve representing the time versus settlement relationship has a characteristic shape, due partly to the great amount of immediate settlement. On the basis of this phenomenon, the author derived a consolidation equation for unsaturation using a stress-strain relation employing a viscoelastic (Voigt's) model. In order to approximate experimental values to the equation for the degree of consolidation, the author developed a method for determining several parameters of consolidation, which govern the behavior of compacted soils consolidation. It was concluded that the application of this method gave satisfactory agreement for the time versus consolidation settlement relationships in case of both sudden settlement just after consolidation loading and without such immediate settlement. For the application of this method, the computed parameters indicated are Young's modulus, the coefficient of viscosity, the compressibility of the pore fluid, the unsaturated permeability and so on, for an example consolidation of pressure p=<special>6.4kgf/cm2</special>.It is noteworthy that the values obtained here are appropriate. |
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| 書誌情報 |
三重大学生物資源学部紀要 = The bulletin of the Faculty of Bioresources, Mie University 巻 1, p. 63-71, 発行日 1988-12-20 |
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| ISSN | ||||||||||
| 収録物識別子タイプ | PISSN | |||||||||
| 収録物識別子 | 0915-0471 | |||||||||
| 書誌レコードID | ||||||||||
| 収録物識別子タイプ | NCID | |||||||||
| 収録物識別子 | AN10073846 | |||||||||
| 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 | |||||||||
| その他のタイトル | ||||||||||
| en | ||||||||||
| One dimensional consolidation equation of soils for the embankment material. | ||||||||||
| 出版者 | ||||||||||
| 出版者 | 三重大学生物資源学部 | |||||||||
| ノート | ||||||||||
| Agropedia提供データ | ||||||||||
| 資源タイプ（三重大） | ||||||||||
| Departmental Bulletin Paper / 紀要論文 | ||||||||||
