| Title Transcription | マレーシア ナンジャク カイセイ ネンド ジバン ジョウ ニ ケンセツ サレタ シケン
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| Title Alternative (English) | Evaluation of deformation behavior of a test embankment constructed on Malaysian soft marine clay
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| File | |
| language |
jpn
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| Author |
Kamei, Takeshi
Shuku, Takayuki
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| Description | This paper describes the predicted and observed performance of full-scale trial embankment constructed on Maiaysian soft marine clays, and built to failure. Finite element analysis based on the Cam-clay model was utilized to investigate the defomation behavior of the embankment and the foundation soil until failure. Finite element solution based on shear band and deformation vectors agree well with the actual slip surface observed in the field measurements. However, more accurate prediction of slip surface requires careful assessment of the ground surface, corresponding to the actual mechanical behavior in the field during embankment.
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| Journal Title |
島根大学総合理工学部紀要. シリーズA
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| Volume | 39
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| Start Page | 17
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| End Page | 27
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| ISSN | 13427113
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| Published Date | 2005-12-15
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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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| 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 |
