Art

J-GLOBAL ID：200902021025564420   Reference number：84A0379983

A new mechanical quantity for soils and its application to elastoplastic constitutive models.

土の新たな力学量と弾塑性構成モデルへの適用

Author (2)： NAKAI T (Nagoya Inst. Technology) ,  MIHARA Y (Shimizu Construction Co. Ltd., Tokyo)
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 24  Issue： 2  Page： 82-94  Publication year： Jun. 1984 
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： constitutive equation ,...
Semi thesaurus term： 空間滑動面

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

Reference (15)：

• 1)Henkel, D. J. (1960): "The relationship between the effective stress and water content in saturated clay," Géotechnique, Vol.10, pp.41-54.
• 2)Matsuoka, H. (1974): "A microscopic study on shear mechanism of granular materials," Soils and Foundations, Vol. 14, No. 1, pp. 29-43.
• 3)Matsuoka, H. and Nakai, T. (1974): "Stress-deformation and strength characteristics of soil under three different principal stresses," Proc., JSCE, No. 232, pp-59-70.
• 4)Matsuoka, H. and Nakai, T. (1977): "Stress-strain relationship of soil based on the SMP," Proc., Specialty Session 9, 9 th ICSMFE, pp. 153-162.
• 5)Nakai, T. (1981): "Analyses of soil-footing and soil-wall interaction," Proc., 10 th ICSMFE, Vol. 2, pp. 205-208.

Terms in the title (4)： 土 ,  力学量 ,  弾塑性 ,  構成モデル