Art

J-GLOBAL ID：200902216889900665   Reference number：09A0101171

SOIL-WATER COUPLED FINITE DEFORMATION ANALYSIS BASED ON A RATE-TYPE EQUATION OF MOTION INCORPORATING THE SYS CAM-CLAY MODEL

SYSカム・クレイ・モデルを組み込んだ速度型運動方程式に基づく土・水連成有限変形解析

Author (3)： NODA Toshihiro (Nagoya Univ., JPN) ,  ASAOKA Akira (Nagoya Univ., JPN) ,  NAKANO Masaki (Nagoya Univ., JPN)
Material： Soils and Foundations  (地盤工学会論文報告集)
Volume： 48  Issue： 6  Page： 771-790  Publication year： Dec. 2008 
JST Material Number： X0684A  ISSN： 0038-0806  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *analytical model ,  equation of motion ,  *numerical analysis ,  *finite deformation ,  elasto-plasticity ,  constitutive equation ,  consolidation (ground) ,  bearing capacity ,  sand ,  triaxial compression test ,  simulation ,  liquefaction (fluidization) ,  Cam-Clay model ,  mechanical property

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

Reference (29)：

• Akai, K. and Tamura, T.(1978): Numerical analysis of multidimensional consolidation accompanied with elasto-plastic constitutive equation, Proc. JSCE,(269), 95-104 (in Japanese).
• Asaoka, A., Nakano, M. and Noda, T.(1994): Soil-water coupled behaviour of saturated clay near/at critical state, Soils and Foundations, 34(1), 91-106.
• Asaoka, A., Noda, T. and Fernando, G. S. K.(1997): Effects of changes in geometry on the linear elastic consolidation deformation, Soils and Foundations, 37(1), 29-39.
• Asaoka, A., Nakano, M. and Noda, T.(1998a): Superloading yield surface concept for the saturated structured soils, Proc. 4th European Conf. on Numerical Methods in Geotechnical Engineering, Udine, Italy, 233-242.
• Asaoka, A., Noda, T. and Kaneda, K.(1998b):‘Displacement/traction boundary conditions represented by constraint conditions on velocity field of soil, Soils and Foundations, 38(4), 173-181.

Terms in the title (7)： カム ,  クレイ ,  モデル ,  運動方程式 ,  土 ,  有限変形 ,  解析