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土のダイレイタンシーと異方性(その2)
http://hdl.handle.net/10191/38998
http://hdl.handle.net/10191/389985066140e-4e2e-4c94-809e-8a8379e3fbd4
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 | 土のダイレイタンシーと異方性(その2) | |||||
タイトル | ||||||
言語 | en | |||||
タイトル | 土のダイレイタンシーと異方性(その2) | |||||
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 | Dilatancy characteristics and anisotropy of soils (II) | |||||
著者 |
吉田, 昭治
× 吉田, 昭治 |
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著者別名 | ||||||
識別子 | 162111 | |||||
識別子Scheme | WEKO | |||||
姓名 | Yoshida, Shoji | |||||
抄録 | ||||||
内容記述タイプ | Abstract | |||||
内容記述 | Dilatancy characteristics represented in the data of Sagami River sand (TATSUOKA and ISHIHARA, 1971) are well accounted for by the anisotropic nonlinear stress-strain relationship for soils proposed by the author (1978). For the case of the experimental data of loose samples dealt with in this paper, when the anisotropic coefficients of deformation, D and G, are determined together with two different parts for the range of small principal stress ratios and for the range of large principal stress ratios, the stress-strain curves and dilatancy characteristics calculated by using these coefficients agree well with the original data. However, if a slight decrease in a degree of approximation is permitted, it seems to be possible to approximate with only one part of the coefficients of deformation, D and G, respectively. | |||||
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 3, p. 103-109, 発行日 1981-11 |
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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 |