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凍結-融解を受けた土の応力と変形特性
http://hdl.handle.net/10191/39022
http://hdl.handle.net/10191/390223ffba4d7-4218-4e69-9ae2-c3554ae360ec
名前 / ファイル | ライセンス | アクション |
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Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
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公開日 | 2016-03-03 | |||||
タイトル | ||||||
タイトル | 凍結-融解を受けた土の応力と変形特性 | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | 凍結-融解を受けた土の応力と変形特性 | |||||
言語 | ||||||
言語 | jpn | |||||
資源タイプ | ||||||
資源 | http://purl.org/coar/resource_type/c_6501 | |||||
タイプ | departmental bulletin paper | |||||
その他のタイトル | ||||||
その他のタイトル | Stress-Deformation characteristics of a soil after freezing and thawing. | |||||
著者 |
青山, 清道
× 青山, 清道 |
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著者別名 | ||||||
識別子 | 162071 | |||||
識別子Scheme | WEKO | |||||
姓名 | Aoyama, Kiyomichi | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | The phenomena of frost heave and loss of strength on thawing produce serious road and other earthwork engineering damages at many places of Tateshina plateau in Nagano prefecture. The reduction in shearing strength causes a decrease, for example, of the bearing capacity of flexible and rigid pavement, a decrease of the slope stability for embankments or cuts. The mechanical properties of soils, such as shear strength and deformation characteristics, are affected by freezing and subsequent thawing of the soil. This paper discusses the results of experimental investigation of a cohesive soil (Tateshina loam) that has been subjected to freezing and thawing. The soils used for this investigation were undisturbed samples. Consolidated undrained triaxial tests were conducted on the thawed soil at one and several freeze and thaw cycles. The results are summarized in several graphs shawing stress-deformation characteristics. | |||||
書誌情報 |
新潟大学積雪地域災害研究センター研究年報 en : 新潟大学積雪地域災害研究センター研究年報 巻 4, p. 115-120, 発行日 1982-11 |
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出版者 | ||||||
出版者 | 新潟大学積雪地域災害研究センター | |||||
ISSN | ||||||
収録物識別子タイプ | ISSN | |||||
収録物識別子 | 03877892 | |||||
書誌レコードID | ||||||
収録物識別子タイプ | NCID | |||||
収録物識別子 | AN00183327 | |||||
著者版フラグ | ||||||
値 | publisher |