Art

J-GLOBAL ID：200902112563065022   Reference number：02A0586208

Consolidation inverse analysis considering spatial variability and non-linearity of soil parameters.

土質定数の空間的変動と非線形性を考慮した圧密逆解析

Author (3)： NISHIMURA S (Okayama Univ., Okayama) ,  SHIMADA K (Tokyo Univ. Sci. and Technol.) ,  FUJII H (Okayama Univ.)
Material： 地盤工学会論文報告集  (Journal of the Japanese Geotechnical Society of Soils and Foundations)
Volume： 42  Issue： 3  Page： 45-61  Publication year： Jun. 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： *consolidation(ground) ,...

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

Reference (13)：

• 1) Akaike, H. (1974): A new look at the statistical model identification, IEEE Trans. of Automatic Control, AC-19(6), 716-723.
• 2) Arai, K., Ohta, H. and Kojima, K. (1984): Estimation of soil parameters based on monitored movement of subsoil under consolidation, Soils and Foundations, 24(4), 95-108.
• 3) Arai, K., Ohta, H. and Kojima, K. (1987): Estimation of nonlinear constitutive parameters based on monitored movement of subsoil under consolidation, Soils and Foundations, 27(1), 35-49.
• 4) Asaoka, A. and Matsuo, M. (1984): An inverse approach to the prediction of multi-dimensional consolidation behavior, Soils and Foundations, 24(1), 49-62.
• 5) Asaoka, A. and Misumi, K. (1988): Analysis and prediction of consolidation settlement of normally consolidated clay foundation,Soils and Foundations 28(3), 35-50.

Terms in the title (5)： 土質定数 ,  空間的変動 ,  非線形性 ,  圧密 ,  逆解析