Art

J-GLOBAL ID：200902124115270608   Reference number：95A0847148

The Effect on Seepage through Embankment Dams by the Nonlinear and Anisotropic Characteristics of Permeability.

透水係数の非線形性と異方性がアースダムの浸透に及ぼす効果

Author (3)： GASALUCK W (Mie Univ.) ,  KONDO T (Mie Univ.) ,  OHNO K (Mie Univ.)
Material： 農業土木学会論文集  (Transactions of the Japanese Society of Irrigation, Drainage and Reclamation Engineering)
Issue： 178  Page： 449-459  Publication year： Aug. 1995 
JST Material Number： S0345A  ISSN： 0387-2335  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： Darcy's law ,...
Semi thesaurus term： non-darcy flow

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JST classification (3)： Groundwater flow  (RC10060Q) ,  Dams in general  (RC16010D) ,  Water permeability,seepage water,soil water  (RA03040E)

Reference (10)：

• BATHE, K. J. Finite Element Free Surface Seepage Analysis Without Mesh Iteration. Int. J. for Numerical and Analytical Methods in Geomechanics. 1979, 3, 13-22
• CIVIDINI, A. On The Variable Mesh Finite Element Analysis of Unconfined Seepage Problems. Geotechnique. 1989, 2, 251-267
• DAS, B. M. Advanced Soil Mechanics. 1987, 107-115
• DAS, B. M. Advanced Soil Mechanics. 1987, 138-147
• DESAI, C. S. Seepage Analysis of Earth Banks Under Drawdown. J. of The Soil Mechanics and Foundations Division. 1972, SM11, 1143-1162

Terms in the title (5)： 透水係数 ,  非線形性 ,  異方性 ,  アースダム ,  浸透