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J-GLOBAL ID：200902224377930492   Reference number：06A0470130

弾塑性モデルによる盛土基礎地盤の変形解析

Author (2)： KAMEI TAKESHI (島根大 総合理工) ,  SHUKU TAKAYUKI (島根大 大学院総合理工学研究科)
Material： 地盤と建設  (地盤工学会中国支部論文報告集)
Volume： 23  Issue： 1  Page： 41-50  Publication year： Dec. 31, 2005 
JST Material Number： X0762A  ISSN： 0289-9418  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： JAPANESE (JA)

Thesaurus term： *embankment (earth) ,...

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JST classification (2)： Earthwork planning,earthwork  (RA07050R) ,  Slope stability,deformation by excavating  (RA03070L)

Reference (17)：

• Nakase, A.: The φ= 0 analysis of stability and unconfined compression strength, Soils and Foundations vol.7, No.2, pp. 33-45, 1967.
• Sakajo, S. and Kamei, T.: Simplified deformation analysis for embankment foundation using elasto-plastic model, Soils and Foundations, Vol.36, No.2, pp. 1-11, 1996.
• Kamei, T. and Sakajo, S.: A deformation analysis of deep foundation under embankment using elasto-viscoplastic model, Journal of the Japan Society of Engineering Geology, Vol.39, No.2, pp. 183-192, 1998.
• Brand, E. W. and Premchitt, J.: Comparison of the predicted and observed performance of the Muar test embankment, Proceedings of the International Symposium. on Trial Embankments on Malaysian Marine Clays, Kuala Lumpur, Vol.2, pp. 10.1-10.29, 1989.
• Nakase, A. and Takemura, J.: Prediction of behavior of trial embankment built to failure. Proceedings of the International Symposium. on Trial Embankments on Malaysian Marine Clays, Kuala Lumpur, Vol.2, pp. 1.9-1.21, 1989.

Terms in the title (3)： 弾塑性モデル ,  盛土基礎地盤 ,  変形解析