Art

J-GLOBAL ID：200902070454497350   Reference number：87A0282454

Estimation of nonlinear constitutive parameters based on monitored movement of subsoil under consolidation.

圧密下層土の観測挙動に基づいた非線形構成パラメータの推定

Author (3)： ARAI K (Fukui Univ., Fukui., JPN) ,  OHTA H (Kanazawa Univ., Kanazawa., JPN) ,  KOJIMA K (Kyoto Univ., Kyoto., JPN)
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 27  Issue： 1  Page： 35-49  Publication year： Mar. 1987 
JST Material Number： S0820A  ISSN： 0385-1621  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 (14)：

• 1) Akai, K. and Tamura, T. (1978): "Numerical analysis of multidimensional consolidation accompanied witn elasto-plastic constitutive equation," Proc., JSCE, No. 269, pp. 95-104 (in Japanese).
• 2) Arai, K. and Katase, T. (1984): "Estimation of deformation moduli and strength of natural ground based upon convergence survey on tunnelling," Jour. of JSSMFE, Vol. 24, No. 2, pp. 171-179 (in Japanese).
• 3) Arai, K., Katase, T. and Tanimoto, C. (1984): "Application of the observational procedure to tunnel construction," Jour. of JSSMFE, Vol. 24, No. 4, pp. 211-217 (in Japanese).
• 4) Arai, K., Ohta, H. and Kojima, K. (1984): "Estimation of soil parameters based on monitored movement of subsoil under consolidation," Soils and Foundations, Vol. 24, No. 4, pp. 95-108.
• 5) Arai, K., Ohta, H., Kojima, K. and Wakasugi, M. (1986): "Application of back-analysis to several test embankments on soft clay deposits," Soils and Foundations, Vol. 26, No. 2, pp. 60-72.

Terms in the title (6)： 圧密 ,  下層土 ,  観測 ,  挙動 ,  非線形 ,  パラメータの推定