| Title Transcription | ドシツ テイスウ ノ チガイ ガ セイキ アツミツ ネンセイド ノ ブンキ カイセキ ケッカ ニ オヨボス エイキョウ
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| Title Alternative (English) | Influences of Soil Parameters on Bifurcation Analysis of Normally Consolidated Cohesive Soil under Plane Strain Undrained Compression Loading
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| File | |
| language |
jpn
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| Author |
Kamei, Takeshi
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| Description | This paper describes the influences of soil parameters on bifurcation analysis，using a non-coaxial Camclay model of normally consolidated cohesive soils during undrained shear under plane strain condition. The soil parameters are estmated from plasticity index. The soils exhibited a wide range in plasticity index，from lO−50．
The results indicate that bifurcation behavior using a soil with lower plasticity index occurs at a larger stress ratio and a smaller strain compared to soils with higher plasticity index. It is possible to predict the pattern of slip surfaces from the distribution of maximum shear strain derived from the results of bifurcation analysis． |
| Journal Title |
島根大学総合理工学部紀要. シリーズA
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| Volume | 34
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| Start Page | 13
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| End Page | 28
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| ISSN | 13427113
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| Published Date | 2000-12-24
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| NCID | AA11157087
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| Publisher | 島根大学総合理工学部
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| Publisher Aalternative | 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 | e18694
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| OAI-PMH Set |
Interdisciplinary Graduate School of Science and Engineering
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| Remark | 30-41+ / 1997-2007
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| 他の一覧 |
