Art

J-GLOBAL ID：200902003868103532   Reference number：88A0037550

Mathematical structure of an overstress elasto-viscoplastic model for clay.

粘土の超過応力型弾・粘塑性モデルの数学的構成

Author (3)： ADACHI T (Kyoto Univ., Kyoto, JPN) ,  OKA F (Gifu Univ., Gifu, JPN) ,  MIMURA M (Kyoto Univ.,Uji, JPN)
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 27  Issue： 3  Page： 31-42  Publication year： Sep. 1987 
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 ,...

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JST classification (2)： Soil and foundation engineering in general  (RA03010X) ,  Soil compression,consolidation,shear strength,ground subsidence  (RA03050P)

Reference (21)：

• 1) Adachi, T. and Okano, M.(1974): "A constitutive equation for normally consolidated clay," Soils and Foundations, Vol.14, No.4, pp. 53-73.
• 2) Adachi, T. and Oka, F.(1982): "Constitutive equations for normally consolidated clay based on elasto-viscoplasticity," Soils and Foundations, Vol.22, No.4, pp.57-70.
• 3) Adachi, T., Oka, F. and Mimura, M.(1985): "Descriptive accuracy of several existing constitutive models for normally consolidated clays," Proc. 5th ICONMG, Vol.1, pp.259-266.
• 4) Aubry, D., Kodaissi, E. and Meimon, E.(1985): "A viscoplastic constitutive equations for clays including damage law," Proc. 5th ICONMG, Vol.1, pp.421-428.
• 5) Dafalias, Y.(1982): "Bounding surface elastoplasticity-viscoplasticity for particulate cohesive media," Proc. IUTAM Symp. on Deformation and Failure of Granular Materials, pp.97-107.

Terms in the title (4)： 粘土 ,  応力 ,  粘塑性モデル ,  数学