Art

J-GLOBAL ID：200902073822794520   Reference number：86A0454224

Application of back-analysis to several test embankments on soft clay deposits.

軟弱地盤上試験盛土に対する逆解析手法の適用

Author (4)： ARAI K (Fukui Univ.) ,  OHTA H (Kanazawa Univ.) ,  KOJIMA K (Kyoto Univ.) ,  WAKASUGI M (Ohbayashi-gumi Construction Co. Ltd., Tokyo)
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 26  Issue： 2  Page： 60-72  Publication year： Jun. 1986 
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： stress strain characteristic ,...

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

Reference (9)：

• 1) 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.
• 2) Arai, K., Ohta, H. and Yasui, T. (1983): "Simple optimization techniques for evaluating deformation moduli from field observations," Soils and Foundations, Vol. 23, No. 1, pp.107-113.
• 3) Duncan, J.M. and Chang, C.Y. (1970): "Nonlinear analysis of stress and strain in soils," Proc., ASCE, No. SM5, pp.1629-1653.
• 4) Gioda, G. (1985): "Some remarks on back analysis and characterization problems," Proc., 5th Int. Conf. on Numerical Methods in Geomechanics, Nagoya, Vol. 1, pp.47-61.
• 5) Japan Highway Public Corporation and Fudo Construction Co., Ltd. (1966): Reports of Trial Embankment for Tomei Express Way Construction, Aiko, Kanagawa (in Japanese).

Terms in the title (3)： 軟弱地盤 ,  試験盛土 ,  解析手法