Art

J-GLOBAL ID：200902195367225359   Reference number：95A0354473

Imperfection-sensitive bifurcation of cam-clay under plane strain compression with undrained boundaries.

非排水境界を有する平面ひずみ圧縮を受けるカムクレイの不整に鋭敏な分岐挙動

Author (2)： ASAOKA A (Nagoya Univ., Nagoya) ,  NODA T (Nagoya Univ., Nagoya)
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 35  Issue： 1  Page： 83-100  Publication year： Mar. 1995 
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： カムクレイ ,...

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

Reference (25)：

• 1) Adachi, T., Oka, F. and Mimura, M. (1987): "Mathematical structure of an overstress elasto-viscoplastic model for clay," Soils and Foundations, Vol.27, No.3, pp.31-42.
• 2) Adachi, T. and Okano, M. (1974): "A constitutive equation for normally consolidated clay," Soils and Foundations, Vol.14, No. 4, pp. 55-73.
• 3) Akai, K. and Tamura, T. (1978): "Numerical analysis of multidimensional consolidation accompanied with elasto-plastic constitutive equation," Proceedings of JSCE, No.269, pp.95-104 (in Japanese).
• 4) Asaoka, A. and Ohtsuka, S. (1986): "The analysis of failure of a normally consolidated clay foundation under embankment loading," Soils and Foundations, Vol.26, No.2, pp.47-59.
• 5) Asaoka, A., Nakano, M. and Noda, T. (1994): "Soil-water coupling behaviour of saturated clay near/at critical state," Soils and Foundations, Vol.34, No.1, pp.91-106.

Terms in the title (7)： 非排水 ,  境界 ,  平面ひずみ ,  カム ,  クレイ ,  分岐 ,  挙動