Art

J-GLOBAL ID：200902183231700497   Reference number：02A0857066

An Elasto-Plastic Description of Two Distinct Volume Change Mechanisms of Soils.

2つの異なる体積変化機構を有する土の弾塑性の記述

Author (5)： ASAOKA A (Nagoya Univ., Nagoya, JPN) ,  NODA T (Nagoya Univ., Nagoya, JPN) ,  YAMADA E (Nagoya Univ., Nagoya, JPN) ,  KANEDA K (Nagoya Univ., Nagoya, JPN) ,  NAKANO M (Nagoya Univ., Nagoya, JPN)
Material： 地盤工学会論文報告集  (Journal of the Japanese Geotechnical Society of Soils and Foundations)
Volume： 42  Issue： 5  Page： 47-57  Publication year： Oct. 15, 2002 
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： *sand ,...

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

Reference (16)：

• ASAOKA, A. Soil-water coupled behaviour of saturated clay near/at critical state. Soils and Foundations. 1994, 34, 1, 91-106
• ASAOKA, A. Soil-water coupled behaviour of heavily overconsolidated clay near/at critical state. Soils and Foundations. 1997, 37, 1, 13-28
• ASAOKA, A. Superloading yield surface concept for highly structured soil behavior. Soils and Foundations. 2000, 40, 2, 99-110
• ASAOKA, A. Delayed compression/consolidation of naturally clay due to degradation of soil structure. Soils and Foundations. 2000, 40, 3, 75-85
• BISHOP, A. W. The Measurement of Soil Properties in the Triaxial Test. 1962

Terms in the title (4)： 体積変化 ,  土 ,  弾塑性 ,  記述