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飽和細粒土における圧密特性の凍・不凍水量による解釈
https://setsunan.repo.nii.ac.jp/records/1435
https://setsunan.repo.nii.ac.jp/records/1435a6897cb1-23f5-4483-96d6-8ec98e894b23
名前 / ファイル | ライセンス | アクション |
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飽和細粒土における圧密特性の凍・不凍水量による解釈 (1.4 MB)
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Copyright(c)2022 by Setsunan University
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2022-02-28 | |||||
タイトル | ||||||
タイトル | 飽和細粒土における圧密特性の凍・不凍水量による解釈 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | Interpretation of consolidation characteristics in a saturated fine-grained soil by the amount of frozen / unfrozen water | |||||
言語 | ||||||
言語 | jpn | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 圧密 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 飽和細粒土 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 未凍結水 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 圧縮指数 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 透水係数 | |||||
キーワード | ||||||
主題Scheme | Other | |||||
主題 | 体積圧縮係数 | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Consolidation | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Saturated fine-grained soil | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Unfrozen Water | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Compression Index | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Coefficient of Permeability | |||||
キーワード | ||||||
言語 | en | |||||
主題Scheme | Other | |||||
主題 | Coefficient of Volume Change | |||||
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 |
鈴木, 和也
× 鈴木, 和也× 伊藤, 譲× SUZUKI, Kazuya× ITO, Yuzuru |
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抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The purpose of this study is to understand the relationship between the amount of frozen / unfrozen water in a saturated fine-grained soil and its consolidation characteristics. In this study,we compared and examined the relationship between the frozen / unfrozen void ratio and the geotechnical engineering properties (compression index, coefficient of permeability and coefficient of volume change) of a fine-grained soil (Shirotsuchi clay). It was revealed that the newly proposed frozen void ratio was related to the geotechnical engineering properties, and the unfrozen void ratio has no relation to them. Therefore, it was considered that the free water represented by frozen void ratio governs the consolidation characteristics. | |||||
記事種別 | ||||||
研究論文 | ||||||
書誌情報 |
摂南大学 融合科学研究所論文集 en : Bulletin of the Transdisciplinary and Interdisciplinary Science Research Institute, Setsunan University 巻 7, 号 1, p. 75-84, 発行日 2022-02 |
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ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 2432-5031 |