Art

J-GLOBAL ID：200902050618991163   Reference number：83A0138415

Constitutive equations for normally consolidated clay based on elasto-viscoplasticity.

弾粘塑性論に基づく正規圧密粘土の構成式

Author (2)： ADACHI T (Kyoto Univ.) ,  OKA F (Gifu Univ.)
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 22  Issue： 4  Page： 57-70  Publication year： Dec. 1982 
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： normal consolidation ,...

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

Reference (15)：

• 1) Adachi, T. and Okano, M. (1974): "A constitutive equation for normally consolidated clay," Soils and Foundations, Vol. 14, No. 4, pp. 55-73.
• 2) Arulanandan, K., Shen, C. -K. and Young, R. B. (1971): "Undrained creep behavior of a coastal organic clay," Geotechnique, Vol.21, No. 4, pp.359-375.
• 3) Bjerrum, L. (1967): "Engineering geology of Norwegian normally consolidated marine clays as related to settlements of buildings," Geotechnique, Vol. 17, No. 2, pp. 81-118.
• 4) Drucker, D. C. (1959): "A definition of stable inelastic materials, " J. Appl. Mech., Trans., of ASME, Vol. 26, pp. 101-106.
• 5) Febro-Cordero, E. and Mesri, G. (1974): "Influence of testing conditions on creep behavior of clay," Report No. FRA-ORD & D-75-29, UILU-ENG-74-2031.

Terms in the title (2)： 弾粘塑性 ,  構成式