| Title Transcription | ヒ キョウジク Cam-clay モデル オ モチイタ モリド キソ ジバン ノ ヒ ハイスイ ヘンケイ キョドウ ノ ヒョウカ
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| Title Alternative (English) | Evaluation of Undrained Deformation Behavior of Clay Foundation under Embankment Using Non-coaxial Cam-ciay Model
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| File | |
| language |
jpn
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| Author |
Kamei, Takeshi
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| Description | Evaluating the magnitude of vertical and horizontal deformations of foundation plays an important part in many geoteckmical engineering projects. Deformation analysis becomes increasingly important when embankments are constructed on soft grounds. The incorporation of a non-coaxial term into a constitutive equation has no effect on the instantaneous shear modulus for the normal stress difference, but makes the mstantaneous shear modulus for the shear stress smaller. This paper examines the influence of incorporation of a non-coaxial term on the results of deformation analysis. As a result, strain localization was clearly formed in the ground using the non-coaxial model at an embankment height lower than that using the coaxial model.
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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 | 29
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| End Page | 35
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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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| Format |
PDF
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| Text Version |
出版社版
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| Gyoseki ID | e18675
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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 |
