Art

J-GLOBAL ID：200902110286180533   Reference number：97A0907780

Recursive Bifurcation as Sources of Complexity in Soil Shearing Behavior.

土のせん断挙動の複雑さの原因となる再帰的分岐について

Author (2)： IKEDA K (Tohoku Univ., Sendai) ,  MUROTA K (Kyoto Univ., Kyoto)
Material： 地盤工学会論文報告集  (Journal of the Japanese Geotechnical Society of Soils and Foundations)
Volume： 37  Issue： 3  Page： 17-29  Publication year： Sep. 1997 
JST Material Number： S0820A  ISSN： 1341-7452  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： triaxial compression test ,...

   To see more with JDream III (charged).   {{ this.onShowAbsJLink("http://jdream3.com/lp/jglobal/index.html?docNo=97A0907780&from=J-GLOBAL&jstjournalNo=S0820A") }}

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

Reference (23)：

• 1) Asaoka, A. and Nakano, M. (1996): "Deformation of triaxial clay specimen during undrained compression," (private communication).
• 2) Asaoka, A. and Noda, T. (1993): "Behavior of saturated clay near/at critical state," J. of Structural Engineering, Vol. 39A, pp. 361-374 (in Japanese).
• 3) Asaoka, A. and Noda, T. (1995): "Imperfection-sensitive bifurcation of Cam-clay under plane strain compression with undrained boundaries," Soils and Foundations, Vol. 35, No. 1, pp. 83-100.
• 4) Bai, Y. and Dodd, B. (1992): Adiabatic. Shear Localization-Occurrence, Theories and Applications, Pergamon.
• 5) Davis, G. H. (1984): Structural Geology of Rocks & Regions, John Wiley & Sons.

Terms in the title (5)： 土 ,  せん断挙動 ,  複雑さ ,  原因 ,  分岐