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