Art

J-GLOBAL ID：200902093891619090   Reference number：85A0122072

Strength and deformation characteristics of saturated sand at extremely low pressures.

極低拘束圧下の飽和砂の強度変形特性

Author (2)： FUKUSHIMA S (Fujita Corp., Yokohama) ,  TATSUOKA F (Univ. Tokyo)
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 24  Issue： 4  Page： 30-48  Publication year： Dec. 1984 
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： saturated soil ,...

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

Reference (9)：

• 1)Berre, T. (1982): "Triaxial testing at the Norwegian Geotechnical institute," Geotechnical Testing Journal, ASTM, Vol. 5, No. 1/2, March/June, pp. 3-17.
• 2)Duncan, J. M. and Seed, H. B. (1967): "Corrections for strength test data," Jour. SM Div., Proc. ASCE, Vol. 93, No. SM 5, pp. 121-137.
• 3)Fukushima, S. (1982): "Experimental study on deformation and strength characteristics of sand by torsional shear tests," Doctor of Eng. Thesis, University of Tokyo (in Japanese).
• 4)Henkel, D. J. and Gilbert, G. C. (1952): "The effect of rubber on the measured triaxial compression strength of clay samples," Géotechnique, Vol. 3, pp. 20-29.
• 5)Molenkamp, F. and Luger, H. J. (1981): "Modelling and minimization of membrane penetration effects in tests on granular soils," Géotechnique, Vol. 31, No. 4, pp. 471-486.

Terms in the title (4)： 拘束圧 ,  飽和 ,  砂 ,  変形特性