Art

J-GLOBAL ID：200902059571492535   Reference number：83A0144501

Dynamic properties of soft clay for wide strain range.

殿弱粘土の広いひずみ範囲での動的変形特性

Author (3)： KOKUSHO T (Central Research Inst. Electric Power Industry, Abikoshi) ,  YOSHIDA Y (Central Research Inst. Electric Power Industry, Abikoshi) ,  ESASHI Y (Central Research Inst. Electric Power Industry, Abikoshi)
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 22  Issue： 4  Page： 1-18  Publication year： Dec. 1982 
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： soft ground ,...

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

Reference (18)：

• 1) Afifi, S.S. and Richart, F.E. (1973): "Stresshistory effects on shear modulus of soils," Soils and Foundations, Vol. 13, No. 1, pp. 77-95.
• 2) Anderson, D.G. and Woods, R.D. (1976): "Time-dependent increase in shear modulus of clay," Proc. of ASCE, Vol. 102, GT5, pp. 525-537.
• 3) Hara, A. (1973): "Dynamic characteristics of ground and its applications," Proc. of 2nd Symposium on Ground Vibration, Architectural Institute of Japan, pp. 33-39 (in Japanese).
• 4) Hardin, B.O. and Black, W.L. (1968): "Vibration modulus of normally consolidated clay," Proc. of ASCE, Vol. 94, SM2, pp. 353-369.
• 5) Hardin, B.O. and Black, W.L. (1969): "Closure to vibration modulus of normally consolidated clay," Proc. of ASCE, Vol. 95, SM6, pp. 153-157.

Terms in the title (3)： 粘土 ,  ひずみ ,  変形特性