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J-GLOBAL ID：200902235984069854   Reference number：04A0395463

A SIMPLE ELASTOPLASTIC MODEL FOR NORMALLY AND OVER CONSOLIDATED SOILS WITH UNIFIED MATERIAL PARAMETERS

正規圧密・過圧密土に対する一体化した材料パラメータを用いた簡易な弾塑性モデル

Author (2)： NAKAI T (Nagoya Inst. Tech., Nagoya, JPN) ,  HINOKIO M (Nagoya Inst. Tech., Nagoya, JPN)
Material： 地盤工学会論文報告集  (Journal of the Japanese Geotechnical Society of Soils and Foundations)
Volume： 44  Issue： 2  Page： 53-70  Publication year： Apr. 15, 2004 
JST Material Number： S0820A  ISSN： 1341-7452  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *consolidation (ground) ,...

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

Reference (18)：

• ASAOKA, A. Soil-water coupled behavior of saturated clay near/at critical state. Soils and Foundations. 1994, 34, 1, 91-106
• ASAOKA, A. Soil-water coupled behavior of heavily overconsolidated clay near/at critical state. Soils and Foundations. 1997, 37, 1, 13-28
• CHOWDHURY, E. Q. Consequence of the t_<ij>-concept and a new modeling approach. Computers and Geotechnics. 1998, 23, 131-164
• CHOWDHURY, E. Q. A model for clay using modified stress under various loading conditions with the application of subloading concept. Soils and Foundations. 1999, 39, 6, 103-116
• HASHIGUCHI, K. Constitutive equation of elastoplastic materials with elasto-plastic transition. J. of Appli. Mech. 1980, 102, 2, 266-272

Terms in the title (4)： 正規圧密 ,  過圧密 ,  材料パラメータ ,  弾塑性モデル