Art

J-GLOBAL ID：200902073674248767   Reference number：82A0426642

Cyclic undrained stress-strain behavior of dense sands by torsional simple shear test.

ねじり単純せん断試験による密な砂の繰返し非排水時応力-ひずみ特性

Author (3)： TATSUOKA F (Univ. Tokyo) ,  MURAMATSU M (Univ. Tokyo) ,  SASAKI T (Kajitani Engineering Co., Ltd.)
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 22  Issue： 2  Page： 55-70  Publication year： Jun. 1982 
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： stress strain characteristic ,...

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JST classification (1)： Earth pressure,dynamic properties of soil,stress and deformations of ground  (RA03060A)

Reference (18)：

• 1) DeAlba, P., Seed, H.B. and Chan, C.K. (1976): "Sand liquefaction in large-scalesimple shear tests," Journal of the GE Div., ASCE, Vol. 102, No. GT9, Proc. Paper 12403, Sept., pp.909-927.
• 2) Finn, W.D.L., Pickering, D.J. and Bransby, P.L., (1971): "Sand liquefaction in triaxial and simple shear test," Journal of the SMF Div., ASCE, Vol. 97, No. SM 4, Proc. Paper 8039, April, pp.639-659.
• 3) Fukushima, S. and Tatsuoka, F. (1980): "Specimen size effects in undrained torsional simple shear test on sand," Proc., 35th Annual Symposium on Civil Engineering, Sapporo, Vol. III, pp. 295-296 (in Japanese).
• 4) Fukushima, S. and Tatsuoka, F. (1981): "Effects of confining pressure on shear strength of sand and glass beads by torsional simple shear test," Proc., 16th Annual Symposium on Geotechnical Engineering, Kanazawa, pp. 501-504 (in Japanese).
• 5) Ishibashi, I. and Sherif, M.A. (1974): "Soil liquefaction by torsional simple shear device," Journal of the GE Div., ASCE, Vol. 100, No. GT8, Aug., pp. 871-888.

Terms in the title (5)： ねじり ,  単純せん断試験 ,  砂 ,  非排水 ,  応力-ひずみ