Art

J-GLOBAL ID：200902133875811101   Reference number：97A0907248

Simplified Deformation Analysis for Embankment Foundation Using Elasto-Plastic Model.

弾塑性モデルを用いた築堤基礎地盤上の簡易変形解析手法

Author (2)： SAKAJO S (Kiso-jiban Consultants Co., Ltd., Tokyo) ,  KAMEI T (Shimane Univ., Shimane)
Material： 地盤工学会論文報告集  (Journal of the Japanese Geotechnical Society of Soils and Foundations)
Volume： 36  Issue： 2  Page： 1-11  Publication year： Jun. 1996 
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： embankment (levee) ,...
Semi thesaurus term： void

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JST classification (1)： Earthwork planning,earthwork  (RA07050R)

Reference (25)：

• 1) Chai, J. C., Sakajo, S. and Miura, N. (1994) : "Stability analysis of embankment on soft ground (A case study)," Soils and Foundations, Vol. 34, No. 2, pp. 107-114.
• 2) Chai, J. C. and Bergado, D. T. (1995) : "The Analysis of Grid Reinforced Embankment on Soft Clay," Computers and Geotechnics, Vol. 17, No. 4, pp. 447-471.
• 3) Christian, J. T. (1968) : "Undrained stress distribution by numerical method," Journal of Soil Mechanics and Foundation Division, A. S. C. E., Vol. 94, pp. 1333-1345.
• 4) Duncan, J. M. (1994) : "The role of advanced constitutive relations in practical applications," Proceedings of the 13th International Conference on Soil Mechanics and Foundation Engineering, No. 5, pp. 31-48.
• 5) Iizuka, A. and Ohta, H. (1987) : "A determination procedure of input parameters in elasto-viscoplastic finite element analysis," Soils and Foundations, Vol. 27, No. 3, pp. 71-87.

Terms in the title (5)： 弾塑性モデル ,  築堤 ,  基礎地盤 ,  簡易 ,  解析手法