Art

J-GLOBAL ID：200902011690841057   Reference number：86A0553170

A generalized elastoplastic constitutive model for clay in three-dimensional stresses.

3次元応力下の粘土の一般化弾塑性構成モデル

Author (2)： NAKAI T (Nagoya Inst. Technology) ,  MATSUOKA H (Nagoya Inst. Technology)
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 26  Issue： 3  Page： 81-98  Publication year： Sep. 1986 
JST Material Number： S0820A  ISSN： 0385-1621  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： clay ,...
Semi thesaurus term： elasto-plastic constitutive model ,...

   To see more with JDream III (charged).   {{ this.onShowAbsJLink("http://jdream3.com/lp/jglobal/index.html?docNo=86A0553170&from=J-GLOBAL&jstjournalNo=S0820A") }}

JST classification (1)： Soil compression,consolidation,shear strength,ground subsidence  (RA03050P)

Reference (24)：

• 1) Hambly, E.C. (1972): "Plane strain behaviour of remoulded normally consolidated kaolin," Géotechnique, Vol.22, No.2, pp.301-317.
• 2) Karube, D. (1975): "Nonstandard triaxial testing method and its problems," Proc., 20th Symposium on Soil Engineering, JSSMFE, pp.45-60 (in Japanese).
• 3) Lade, P.V. (1979): "Stress-strain theory for normally consolidated clay," Proc., 3rd Int. Conf. on Numerical Method in Geomechanics, Vol.4, pp.1325-1337.
• 4) Lade, P.V. and Musante, H.M. (1978): "Three-dimensional behavior of remoulded clay," Proc. ASCE, Vol.104, No.GT2, pp. 193-209.
• 5) Lewin, P.I. and Burland, J.B. (1970): "Stressprobe experiments on saturated normally consolidated clay," Géotechnique, Vol.20, No.1, pp.38-56.

Terms in the title (5)： 3次元応力 ,  粘土 ,  一般化 ,  弾塑性 ,  構成モデル