Art

J-GLOBAL ID：200902218916323546   Reference number：06A1035098

非線形コントラクタンシー表現式を用いた土の弾塑性構成モデル

Author (3)： ONO SHINTARO (東京工大) ,  IIZUKA ATSUSHI (神戸大 都市安全研究セ) ,  OTA HIDEKI (東京工大)
Material： 応用力学論文集  (Journal of Applied Mechanics JSCE)
Volume： 9  Page： 407-414  Publication year： Aug. 25, 2006 
JST Material Number： L3686A  ISSN： 1345-9139  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： JAPANESE (JA)

Thesaurus term： *soil ,...
Semi thesaurus term： コントラクタンシー ,...

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

Reference (18)：

• 1) Hashiguchi, K. and Ueno, M.: Elastoplastic constitutive laws of granular materials. Constitutive Equation of Soils, Proceedings of the 9th International Conference on Soil Mechanics and Foundation Engineering, Specialty Session 9, pp.73-82, 1977.
• 2) Hashiguchi, K: Constitutive equations of elastoplastic materials with elastic-plastic transition. Journal of Applied Mechanics ASME, Vol.47, pp.266-272, 1980.
• 3) Hashiguchi, K and Chen, Z. P.: Elastoplastic constitutive equation of soils with the subloading surface and rotational hardening. International Journal for Numerical and Analytical Methods in Geomechanics, Vol.22, pp.197-277, 1998.
• 4) Dafalias YF.: Bounding surface plasticity. I: mathematical foundation and hypoelasticity. Journal of Engineering MechanicsASCE, Vol.112 (EM9), pp.966-987, 1986.
• 5) Asaoka, A., Nakano, M., and Noda, T.: Superloading yield surface concept for highly structured soil behavior. Soils and Foundations, Vol.40 (2), pp.99-110, 2000.

Terms in the title (5)： 非線形 ,  表現 ,  土 ,  弾塑性 ,  構成モデル