ID | 15463 |
JaLCDOI | |
Sort Key | 8
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フルテキストURL | |
著者 |
Sun Yao
The Graduate School of Natural Science and Technology
河野 伊一郎
Department of Civil Engineering
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抄録 | In this paper, first, an elasto-plastic consitituve equation for unsaturated soil was developed by considering of the basically behavior of unsaturated soil. Second, the results of a number of triaxial test and a set of rigid
foundation model tests were simulated by using this constitutive equation, the agreement between observed and computed results was satisfactory and confirms the possibilities of this constitutive equation.
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出版物タイトル |
Memoirs of the Faculty of Engineering, Okayama University
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発行日 | 1994-03-15
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巻 | 28巻
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号 | 2号
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出版者 | Faculty of Engineering, Okayama University
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出版者(別表記) | 岡山大学工学部
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開始ページ | 59
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終了ページ | 75
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ISSN | 0475-0071
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NCID | AA10699856
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資料タイプ |
紀要論文
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OAI-PMH Set |
岡山大学
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言語 |
英語
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論文のバージョン | publisher
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NAID | |
Eprints Journal Name | mfe
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