Art

J-GLOBAL ID：201602007741447659   Reference number：73A0314634

Liquefaction of saturated sand in triaxial torsion shear test.

三軸ねじりせん断試験による飽和砂の液状化

Author (2)： ISHIHARA K ,  LI S
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 12  Issue： 2  Page： 19-39  Publication year： 1972 
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 ,  間げき水圧 ,  砂

Reference (14)：

• (1) Mogami, T. and Kubo, K. (1953): "The behavior of soil during vibration," Proc., 3rd International Conference on Soil Mechanics and Foundation Engineering, Vol. 1, pp. 152-155.
• (2) Maslov, N. N. (1957): "Questions of seismic stability of submerged sandy foundations and structures," Proc., 4th International Conference on Soil Mechanics and Foundation Engineering, Vol. 1, pp. 368-372.
• (3) Florin, V. A. and Ivanov, P. L. (1961): "Liquefaction of saturated sandy soils," Proc., 5th International Conference on Soil Mechanics and Foundation Engineering, Vol. 1, pp. 107-111.
• (4) Seed, H. B. and Lee, K. L. (1966): "Liquefaction of saturated sands during cyclic loading," Proc. ASCE, SM6, pp. 105-134.
• (5) Tanimoto, K. and Suga, Y. (1971): "Liquefying process of saturated sand subjected to dynamic loading," Proc., 4th Asian Regional Conference on Soil Mechanics and Foundation Engineering, Vol. 1, pp. 235-239.

Terms in the title (5)： 三軸 ,  ねじりせん断試験 ,  飽和 ,  砂 ,  液状化