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J-GLOBAL ID:201002007012107681   Reference number:75A0160835

A constitutive equation for normally consolidated clay.

正規圧密粘土に対する一構成方程式
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Volume: 14  Issue:Page: 55-73  Publication year: 1974 
JST Material Number: S0820A  ISSN: 0385-1621  Document type: Article
Article type: 原著論文  Country of issue: Japan (JPN)  Language: ENGLISH (EN)
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Reference (36):
  • 1) Akai, K., Yamamoto, J. and Ozawa, Y. (1962): "On the behavior of pore pressure during the shear of saturated clay," Trans. of JSCE, No. 85, pp. 1-6 (in Japanese).
  • 2) Akai, K., Adachi, T. and Okano, M. (1972): "A constitutive equation for soils based on viscoplasticity," Proc. 27 th Annual Meeting of JSCE, Vol. III, pp. 149-152 (in Japanese).
  • 3) Akai, K., Adachi, T. and Ando, N. (1974): "A stress-strain-time relation of saturated clays," Trans. of JSCE, No. 225, pp. 53-61 (in Japanese).
  • 4) Akai, K., Adachi, T. and Ando, N. (1974): "Existence of a unique stress-strain-time relation for clays," under contributing to Soils and Foundations.
  • 5) Adachi, T. and Ando, N. (1973): "On dynamic yield surface of soil material," Proc. 8th Annual Meeting of JSSMFE, pp. 335-338 (in Japanese).
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