Art

J-GLOBAL ID：200902079175054232   Reference number：86A0271716

Strength and deformation characteristics of sand in plane strain compression at extremely low pressures.

極低圧下における砂の平面ひずみ圧力強度変形特性

Author (4)： TATSUOKA F (Univ. Tokyo) ,  SAKAMOTO M (Ministry of Construction) ,  KAWAMURA T (Hitachi Zosen Corp.) ,  FUKUSHIMA S (Fujita Corp.)
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 26  Issue： 1  Page： 65-84  Publication year： Mar. 1986 
JST Material Number： S0820A  ISSN： 0385-1621  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： sand ,...
Semi thesaurus term： 空中落下法 ,...

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

Reference (23)：

• 1) Arthur, J.R.F. and Assadi, A. (1977): "Ruptured sand sheared in plane strain," Proc. 9th ICSMFE, Tokyo, Vol. 1, pp. 19-22.
• 2) Arthur, J.R.F. and Dunstan, T. (1978): Discussion, Soils and Foundations, Vol. 18, No. 4, pp. 105-106.
• 3) Becker, E., Chan, C. K. and Seed, H. B. (1972): "Strength and deformation characteristics of rockfill materials in plane strain and triaxial compression tests," Report No. TE-72-3, Dept. of Civil Eng., Univ. of California, Berkeley.
• 4) Cornforth, D.H. (1964): "Some experiments on the influence of strain conditions on the strength of sand," Geotechnique, Vol. 14, No. 2, pp. 143-167.
• 5) Drescher, A. and Vardoulakis, I. (1982): "Geometric softening in triaxial tests on granular material," Géotechnique, Vol. 32, No. 4, pp. 291-303.

Terms in the title (4)： 低圧 ,  砂 ,  平面ひずみ ,  変形特性