Art

J-GLOBAL ID：200902180433404254   Reference number：00A0651008

Delayed Compression/Consolidation of Natural Clay Due to Degradation of Soil Structure.

土壌構造の劣化による自然堆積粘土の遅れ圧縮/圧密

Author (4)： ASAOKA A (Nagoya Univ., Nagoya) ,  NAKANO M (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： 40  Issue： 3  Page： 75-85  Publication year： Jun. 15, 2000 
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 ,...
Semi thesaurus term： 遅れ圧縮 ,...

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

Reference (17)：

• 1) Akai, K. and Tamura, T. (1978): "Numerical analysis of multidimensional consolidation accompanied with elasto-plastic constitutive equation," Proc. Of JSCE, No. 269, pp. 95-104 (in Japanese).
• 2) Asaoka, A., Nakano, M. and Noda, T. (1994): "Soil-water coupled behaviour of saturated clay near/at critical state," Soils and Foundations, Vol. 34, No. 1, pp. 91-106.
• 3) Asaoka, A., Nakano, M. and Noda, T. (1997): "Soil-water coupled behaviour of heavily overconsolidated clay near/at critical state," Soils and Foundations, Vol. 37, No. 1, pp. 13-28.
• 4) Asaoka, A., Nakano, M. and Noda, T. (1998): "Superloading yield surface concept for the saturated structured soils," 4th European Conf. On Numerical Methods in Geotech. Engrg., Udine, Italy, pp. 233-242.
• 5) Asaoka, A., Nakano, M. and Noda, T. (1999a): "Delayed compression of diluvial clay deposit and its elasto-plastic analysis," Proc. Of the 11th Asian Regional Conf. On SMITE, (to appear).

Terms in the title (4)： 土壌構造 ,  堆積粘土 ,  遅れ ,  圧密