ID | 15463 |
JaLCDOI | |
Sort Key | 8
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FullText URL | |
Author |
Sun Yao
Kohno, Iichiro
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Abstract | 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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Publication Title |
Memoirs of the Faculty of Engineering, Okayama University
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Published Date | 1994-03-15
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Volume | volume28
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Issue | issue2
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Publisher | Faculty of Engineering, Okayama University
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Publisher Alternative | 岡山大学工学部
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Start Page | 59
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End Page | 75
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ISSN | 0475-0071
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NCID | AA10699856
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Content Type |
Departmental Bulletin Paper
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OAI-PMH Set |
岡山大学
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language |
English
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File Version | publisher
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NAID | |
Eprints Journal Name | mfe
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