| Title Transcription | コウソセイ ナ セイキ アツミツ ネンセイド ノ ブンキ カイセキ
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| Title Alternative (English) | Bifurcation analysis of normally consolidated cohesive soils with high plasticity index
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| File | |
| language |
jpn
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| Author |
Kamei, Takeshi
Higashihara, Satoko
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| Description | Bifurcation behavior of soils with higher plasticity index occurs at smaller stress ratios compared to soils with lower plasticity index：it is，therefore，important to cany out bifurcation analysis on normally consolidated cohesive soils with high plasticity index（PI=100）．We studied bifurcation analysis using a non-coaxial Cam-clay model of normally consolidated cohesive soils during undrained shear under plane strain condition．
The results show that the bifurcation stress ratio of the antisymmetric first deformation mode decreases with increasing plasticity index．However，bifurcation stress ratios of other deformlation modes do not vary with plasticity index．In the case of soils with high plasticity index，maximum shear strain is clearly localized． |
| Journal Title |
島根大学地球資源環境学研究報告
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| Volume | 19
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| Start Page | 127
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| End Page | 133
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| ISSN | 13439774
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| Published Date | 2000-12-25
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| NCID | AA11455176
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| DOI（SelfDOI） | |
| Publisher | 島根大学総合理工学部地球資源環境学教室
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| Publisher Aalternative | Department of Geoscience, Interdisciplinary Faculty of Science and Engineering, Shimane University
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| NII Type |
Departmental Bulletin Paper
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| Format |
PDF
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| Text Version |
出版社版
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| Gyoseki ID | e18691
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| OAI-PMH Set |
Interdisciplinary Graduate School of Science and Engineering
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| Remark | 12-14,16+ / 1993+
徳岡隆夫教授退官記念論誌集
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| 他の一覧 |
