Art

J-GLOBAL ID：200902111468845375   Reference number：93A0641812

Effect of setting method on the behaviour of clays in triaxial compression from saturation to undrained shear.

粘土試料のセット法が三軸圧縮試験での飽和から非排水せん断までの挙動に及ぼす影響

Author (2)： AMPADU S K (Univ. Science and Technology, Ghana) ,  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： 33  Issue： 2  Page： 14-34  Publication year： Jun. 1993 
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： clay ,...

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

Reference (26)：

• 1) Ampadu, S.K. and Tatsuoka, F. (1993): "A hollow cylinder torsional simple shear apparatus capable of a wide range of shear strain measurement," Geotechnical Testing Journal, ASTM, Vol. 16, No. 1, March, pp. 3-17.
• 2) Ampadu, S.K. (1991): "Undrained behaviour of kaolin in torsional simple shear," PhD. thesis, University of Tokyo.
• 3) Ampadu, S.K. and Tatsuoka, F. (1989): "An automated stress path control triaxial system," Geotechnical Testing Journal, Vol. 12, No. 3, Sept. pp. 238-243.
• 4) Anderson, A., Berre, T., Kleven, A. and Lunne, T. (1979): "Procedures used to obtain soil parameters for foundation engineering in the North Sea," Marine Geotechnology, Vol. 3, No. 3.
• 5) Andersen, A. and Kolstad, P. (1979): "The NGI 54 mm samplers for undisturbed sampling of clays and representative sampling of coarser materials," Proc. International Symposium on Soil Sampling, Singapore, pp. 13-21.

Terms in the title (7)： 粘土 ,  試料 ,  三軸圧縮試験 ,  飽和 ,  非排水 ,  せん断 ,  挙動