Art

J-GLOBAL ID：201202286865033344   Reference number：12A0188305

BALL-BEARING EFFECT ON SHEAR BEHAVIOR OF BINARY GRANULAR MIXTURE

2成分粒状混合物の剪断挙動に関するボールベアリング効果

Author (3)： UEDA Takao (Dept. of Eng. Mech. and Energy, Univ. of Tsukuba) ,  MATSUSHIMA Takashi (Dept. of Eng. Mech. and Energy, Univ. of Tsukuba) ,  YAMADA Yasuo (Dept. of Eng. Mech. and Energy, Univ. of Tsukuba)
Material： 土木学会論文集 A2(応用力学)(Web)  (Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics) (Web))
Volume： 68  Issue： 1  Page： 1-9 (J-STAGE)  Publication year： 2012 
JST Material Number： U0102B  ISSN： 2185-4661  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： granular material ,  particle size(diameter) ,  *mixture ,  gravel ,  soil ,  distinct element method ,  mixture ratio ,  *resistance ,  shear zone ,  *thickness ,  effect ,  ball bearing
Semi thesaurus term： ボールベアリング効果 ,  soil ,  *粒状混合物 ,  *剪断帯厚 ,  *shear resistance

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

Reference (19)：

• Muhlhaus, H., B. and Vardoulakis., I.: The thickness of shear bands in granular materials, Geotechnique, Vol. 37, No. 3, pp. 271-285, 1987.
• Pradhan, T. B. S.: Characteristics of shear band in plane strain compression tests of sands, Deform. Prog. Fail. Geomech., Pergamon, pp. 241-246, 1997.
• Han, C. and Drescher, A.: Shear bands in biaxial tests on dry coarse sand, Soils Found., Vol. 33, No. 1, pp. 118-132, 1993.
• Holtz, W. G. and Gibbs, H. J.: Triaxial shear tests on pervious gravelly soils, J. Soil Mech. Found. Div., ASCE, Vol. 82 (1), pp. 1-22, 1956.
• Vasil’eva, A. A., Mikheev, V. V. and Lobanova, G. L.: How the strength properties of gravel soils depend on the type and state of the sand filling the pores, Soil Mech. Found. Eng., Vol. 8 (3), pp. 167-171, 1971.

Terms in the title (4)： 2成分 ,  混合物 ,  剪断挙動 ,  ボールベアリング