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粘性土の平面ひずみ非排水伸張試験における分岐解析とその圧縮試験との比較
http://hdl.handle.net/2297/36685
http://hdl.handle.net/2297/36685fd4effb7-f5fe-4054-aebc-ddef6b22f246
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
TE-PR-YATOMI-C-357.pdf (2.2 MB)
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| Item type | 学術雑誌論文 / Journal Article(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2017-10-03 | |||||
| タイトル | ||||||
| タイトル | 粘性土の平面ひずみ非排水伸張試験における分岐解析とその圧縮試験との比較 | |||||
| タイトル | ||||||
| タイトル | Bifurcation Analysis of Clay under Plane Strain Undrained Extension Loadings and Its Comparison with the Compression Loadings | |||||
| 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 | journal article | |||||
| 著者 |
志比, 利秀
× 志比, 利秀× 亀井, 健史× 矢富, 盟祥 |
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| 書誌情報 |
応用力学論文集 = Journal of applied mechanics : JSCE 巻 5, p. 357-366, 発行日 2002-01-01 |
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| ISSN | ||||||
| 収録物識別子タイプ | ISSN | |||||
| 収録物識別子 | 1345-9139 | |||||
| NCID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AA11311063 | |||||
| DOI | ||||||
| 関連タイプ | isIdenticalTo | |||||
| 識別子タイプ | DOI | |||||
| 関連識別子 | 10.2208/journalam.5.357 | |||||
| 出版者 | ||||||
| 出版者 | 土木学会 = Japan Society of Civil Engineers | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | This paper investigates inhomogeneous deformation behavior of clay under the plane strain undrained extension loadings based on bifurcation theory. Constitutive equations of clay are applied for a coaxial and a non-coaxial Cam-clay model. Development locations and forms of slip surfaces are estimated based on distribution of maximum shear strain at the occurrence of bifurcation. Bifurcation stress ratios with lower symmetric modes are smaller under extension loadings than any other mode. The smallest bifurcation stress ratio under extension loadings is larger than the smallest ratio under compression loadings. However, bifurcation stress ratio in extension tests is smaller than in compression tests in the case of lower symmetric modes that the influence of the allowable eccentric load is small. Slip surfaces observed under compression loadings develop from the center of the inside to the side in the end face at top and bottom. In extension tests, however, slip surfaces develop from the exterior at the point of greatest narrowing to the inside. | |||||
| 権利 | ||||||
| 権利情報 | Copyright © by Japan Society of Civil Engineers 土木学会 | 許可を得て登録 | |||||
| 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 | |||||
| 関連URI | ||||||
| 識別子タイプ | URI | |||||
| 関連識別子 | http://www.jsce.or.jp/ | |||||
| 関連URI | ||||||
| 識別子タイプ | URI | |||||
| 関連識別子 | https://www.jstage.jst.go.jp/browse/journalam1998/-char/ja/ | |||||
