Art

J-GLOBAL ID：200902123603464660   Reference number：99A0693988

Displacement/Traction Boundary Conditions Represented by Constraint Conditions on Velocity Field of Soil.

土の速度場に課した制約条件により表現される変位/荷重境界条件

Author (3)： ASAOKA A (Nagoya Univ., Nagoya) ,  NODA T (Nagoya Univ., Nagoya) ,  KANEDA K (Nagoya Univ., Nagoya)
Material： 地盤工学会論文報告集  (Journal of the Japanese Geotechnical Society of Soils and Foundations)
Volume： 38  Issue： 4  Page： 173-181  Publication year： Dec. 1998 
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： *clay ,...

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

Reference (10)：

• AKAI, K. Numerical analysis of multidimensional consolidation accompanied with elasto-plastic constitutive equation. Proc. of JSCE. 1978, 269, 95-104
• ASAOKA, A. Stability analysis of reinforced soil structures using rigid plastic finite element method. Soils and Foundations. 1994, 34, 1, 107-118
• ASAOKA, A. Soil-water coupled behaviour of saturated clay near/at critical state. Soils and Foundations. 1994, 34, 1, 91-106
• ASAOKA, A. Imperfection-sensitive bifurcation of Cam-Clay under plane strain compression with undrained boundaries. Soils and Foundations. 1995, 35, 1, 83-100
• BISHOP, A. W. The Triaxial Test. 1962

Terms in the title (7)： 土 ,  速度場 ,  制約条件 ,  表現 ,  変位 ,  荷重 ,  境界条件