Art

J-GLOBAL ID：200902027751477764   Reference number：86A0547261

Cyclic undrained triaxial and torsional shear strength of sands for different sample preparation methods.

色々な試料調製法に対する砂の繰返し三軸試験およびねじりせん断試験による非排水せん断強度

Author (4)： TATSUOKA F (Univ. Tokyo) ,  OCHI K (Tokyu Construction Co. Ltd., Kawasaki) ,  FUJII S (Sato Kogyo Co. Ltd., Atsugi) ,  OKAMOTO M (Tokyu Construction Co. Ltd., Kawasaki)
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： 3  Page： 23-41  Publication year： Sep. 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： triaxial compression test ,...
Semi thesaurus term： void ,...

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

Reference (18)：

• 1) DeAlba, P., Seed, H. B. and Chan, C.K. (1976): "Sand liquefaction in large scale-simple shear tests," Journal of the GT Div., ASCE, Vol. 102, No. GT 9, Proc. Paper 12403, Sept., pp. 909-927.
• 2) Ishihara, K. and Li, S. (1972): "Liquefaction of saturated sand in triaxial torsion shear test," Soils and Foundations, Vol.12, No.2, pp. 19-39.
• 3) Ishihara, K. and Yasuda, S. (1975): "Sand liquefaction in hollow cylinder torsion under irregular excitation," Soils and Foundations, Vol. 15, No. 1, pp. 29-45.
• 4) Ishihara, K. and Watanabe, T. (1976): "Sand liquefaction through volume decrease potential," Soils and Foundations, Vol. 16, No. 4, pp. 61-70.
• 5) Ishihara, K. and Takatsu, H. (1979): "Effects of overconsolidation and K₀ condition on the liquefaction characteristics of sands," Soils and Foundations, Vol.19, No.4, pp.59-68.

Terms in the title (5)： 試料調製 ,  砂 ,  繰返し三軸試験 ,  ねじりせん断試験 ,  非排水せん断強度