Art

J-GLOBAL ID：201002077247799090   Reference number：75A0085954

Drained deformation of sand under cyclic stresses reversing direction.

反対方向の繰返し応力を受ける砂の排水変形

Author (2)： TATSUOKA F ,  ISHIHARA K
Material： Doshitsu Kogakukai Ronbun Hokokushu  (土質工学会論文報告集)
Volume： 14  Issue： 3  Page： 51-65  Publication year： 1974 
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： 繰返し荷重 ,...

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Reference (6)：

• 1) Arthur, J.R.F.(1971): "New techniques to measure new parameters, stress-strain behavior of soils," Proc. of Roscoe Memorial Symposium, G.T. Foulis & Co. LTD, pp. 340-346.
• 2) Thurairajah, A.(1973): "Shear behavior of sand under stress reversal," Proc. 8th International Conference on Soil Mechanics and Foundation Engineering, Vol. 1. pp. 439-445.
• 3) Schofield, A, and Wroth, P. (1968). Critical State Soil Mechanics, London, Macgrow-Hill.
• 4) Oda, M. (1972): "The mechanics of fablic changes during compressional deformation of sand," Soils and Foundations, Vol. 12, No. 2, pp. 1-18.
• 5) Tatsuoka, F. and Ishihara, K. (1973): "Stress path and dilatancy performance of a sand," Proc. 8th International Conference on Soil Mechanics and Foundation Engineering, Vol. 1. pp. 419-424.

Terms in the title (3)： 繰返し応力 ,  砂 ,  排水