Art

J-GLOBAL ID：200902011641567713   Reference number：84A0153739

Sand response to cyclic rotation of principal stress directions as induced by wave loads.

波浪荷重によって生ずる繰返し主応力軸回転に対する砂の応答

Author (2)： ISHIHARA K (Univ. Tokyo) ,  TOWHATA I (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： 23  Issue： 4  Page： 11-26  Publication year： Dec. 1983 
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： pore water pressure ,...

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JST classification (2)： Soil compression,consolidation,shear strength,ground subsidence  (RA03050P) ,  Ocean waves,tidal current  (DC06040R)

Reference (10)：

• 1) Arthur, J.R.F., Chua, K.S., Dunstan, T. and Rodoriguez, J.I. (1980): "Principal stress rotation: A missing parameter," Proc. ASCE, Vol. 106, GT.4, pp. 419-433.
• 2) Arthur, F.R.F., Bekenstein, S., Germaine, J. T. and Ladd, C.C. (1981): "Stress path tests with controlled rotation of principal stress directions," Laboratory Shear Strength of Soil, ASTM, STP 740, pp. 516-540.
• 3) Broms, B.B. and Casbarian, A.O. (1965): "Effects of rotation of the principal stress axes and of the intermediate principal stress on the shear strength," Proc. 6th International Conference on Soil Mechanics and Foundation Engineering, Montreal, Canada, Vol.1, pp.179-183.
• 4) Ishibashi, I. and Sherif, M.A. (1974): "Soil liquefaction by torsional simple shear device," Proc. ASCE, Vol. 100, GT.8, pp. 871-888.
• 5) Ishihara, K., Tatsuoka, F. and Yasuda, S. (1975): "Undrained deformation and liquefaction of sand under cyclic stresses," Soils and Foundations, Vol.15, No.1, pp.29-44.

Terms in the title (5)： 波浪荷重 ,  主応力 ,  軸回転 ,  砂 ,  応答