Art

J-GLOBAL ID：200902150723357121   Reference number：98A0962180

Model Test and Three-dimensional(3-D) Finite Element Analysis with Passive Mode. 3D-Analysis for Retaining Wall Model Experiment with Side Wall Friction.

受働土圧問題に関する模型実験と三次元弾塑性有限要素解析 擁壁模型実験における側面摩擦の三次元解析による評価

Author (2)： MORI HIROSHI (明治大 大学院) ,  TANAKA TADATSUGU (明治大 農)
Material： 農業土木学会論文集  (Transactions of the Japanese Society of Irrigation, Drainage and Reclamation Engineering)
Issue： 196  Page： 619-627  Publication year： Aug. 1998 
JST Material Number： S0345A  ISSN： 0387-2335  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： JAPANESE (JA)

Thesaurus term： passive earth pressure ,...
Semi thesaurus term： 側面摩擦角

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JST classification (2)： Foundation failure and reinforcing,retaining wall,others  (RA03100V) ,  Earth pressure,dynamic properties of soil,stress and deformations of ground  (RA03060A)

Reference (27)：

• BOLTON, M. D. The Strength and Dilatancy of Sands. Geotechnique. 1986, 36, 1, 65-78
• Discussion on the Strength and Dilatancy of Sands by Tatsuoka. Geotechnique. 1987, 37, 219-226
• BRANSBY, P. L. Side Friction in Model Retaining-Wall Experiments. Journal of Geotechnical Engineering Division. 1975, 120, 8, 1307-1323
• GOTO, S. Quality of The Lubrication Layer Used in Element Tests on Granular Materials. Soils and Foundations. 1993, 33, 2, 47-59
• 久田俊明. 非線形有限要素法の基礎と応力. 1995

Terms in the title (7)： 受働土圧 ,  問題 ,  模型実験 ,  弾塑性有限要素解析 ,  擁壁 ,  三次元解析 ,  評価