Art

J-GLOBAL ID：200902189205867705   Reference number：97A0898180

A Rigid-Plastic Analysis for Granular Materials.

粒状材の剛-塑性解析

Author (2)： TAMURA T (Kyoto Univ., Kyoto) ,  YAMADA Y (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： 36  Issue： 3  Page： 113-121  Publication year： Sep. 1996 
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： granular material ,...

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

Reference (8)：

• 1) Cundall, P. A. and Strack, O. D. L. (1979): "A discrete numerical model for granular assemblies," Geotechnique, Vol. 29, No. 1, pp. 47-65.
• 2) Hakuno, M. and Meguro, K. (1992): "Simulation of the collapse of concrete frame and volcanic eruption," Advances in micromechanics of granular materials, pp. 321-330.
• 3) Kishino, Y. (1989): "Investigation of the quasi-static behavior of materials with a new simulation method," Proceedings of the JSCE, No. 406/III-11, pp. 97-106 (in Japanese).
• 4) Nakase, H., Annaka, T., Katahira, F. and Kyono, T. (1992): "An application study of the distinct element method to plane strain compression test," Proceedings of the JSCE, No. 454/ 111-20, pp. 55-64 (in Japanese).
• 5) Tamura, T., Kobayashi, S. and Sumi, T. (1984): "Limit analysis of soil structure by rigid plastic finite element method," Soils and Foundations, Vol. 24, No. 1, pp. 34-42.

Terms in the title (2)： 粒状材 ,  塑性解析