Art

J-GLOBAL ID：201002091281977995   Reference number：78A0183254

Yielding of overconsolidated sand and liquefaction model under cyclic stresses.

過圧密砂の降伏と繰返し応力下の液状化モデル

Author (2)： ISHIHARA K ,  OKADA S
Material： Doshitsu Kogakukai Ronbun Hokokushu  (土質工学会論文報告集)
Volume： 18  Issue： 1  Page： 57-72  Publication year： 1978 
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： 液状化 ,...

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Reference (11)：

• 1) 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.
• Ishihara, K., Sodekawa, M. and Tanaka, Y. (1977): "Effects of overconsolidation on liquefaction characteristics of sands containing fines," submitted to the ASTM Symposium on Dynamic Testing of Soil and Rock, Denver.
• 3) Ladd, C.C., Foott, R., Ishihara, K., Poulos, H. G. and Schlosser, F. (1977): "Stress-deformation and strength characteristics," State-of-the-Art Report for Session I, Proc. 9th International Conference on Soil Mechanics and Foundation Engineering, Tokyo, Vol.2, pp.421-494.
• 4) Lee, K. L. and Focht, J.A. (1975): "Liquefaction potential at Ekofisk tank in North Sea," Proc. ASCE, Vol.101, GT 1, pp. 1-18.
• 5) Ogawa, S., Mitsui, S. and Wada, T. (1976): "Influences of the shapes of cyclic shear stress and overconsolidation on sand liquefaction," Journal of the Japanese Society of Soil Mechanics and Foundation Engineering, Vol.16, No.4, pp. 77-83.

Terms in the title (6)： 過圧密 ,  砂 ,  降伏 ,  繰返し応力 ,  液状化 ,  モデル