Art

J-GLOBAL ID：200902011836595835   Reference number：86A0004238

Shear work and pore water pressure in undrained shear.

非排水せん断時のせん断仕事と間げき水圧

Author (2)： TOWHATA I (Univ. Tokyo) ,  ISHIHARA K (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： 25  Issue： 3  Page： 73-84  Publication year： Sep. 1985 
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： sand ,...

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

Reference (8)：

• 1)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 ICSMFE, Vol.1, pp.179-183.
• 2)Ishihara, K. and Towhata, I. (1983): "Sand response to cyclic rotation of principal stress directions as induced by wave loads," Soils and Foundations, Vol. 23, No. 4, pp. 11-26.
• 3)Ishihara, K. and Towhata, I. (1985): "Sand response to cyclic rotation of principal stress directions as induced by wave loads (closure)," Soils and Foundations, Vol. 25, No. 1, pp. 117-120.
• 4) Japanese Society of Soil Mechanics and Foundation Engineering (1979): Recommendations for Laboratory Soil Testing, pp. 172-188 (in Japanese).
• 5) Mulilis, J.P., Chan, C.K. and Seed, H.B. (1975): "The effects of method of sample preparation on the cyclic stress-strain behaviour of sands," Earthquake Engineering Research Center, University of California, Berkeley, Report No. EERC 75-18.

Terms in the title (4)： 非排水 ,  せん断 ,  仕事 ,  間げき水圧