Art

J-GLOBAL ID：200902168136296043   Reference number：02A0098974

Effects of Fabric and Induced Anisotropy on Initial Shear Modulus of Sands.

堆積構造と応力の異方性が砂質土の初期せん断剛性に及ぼす影響

Author (4)： YAMASHITA SATOSHI (北見工大 工) ,  KITAGAWA SHUNSUKE (北見工大 大学院工学研究科) ,  HORI TOMOHITO (北見工大 大学院工学研究科) ,  SUZUKI TERUYUKI (北見工大 工)
Material： 土木学会論文集  (Journal of Structural Mechanics and Earthquake Engineering)
Issue： 694  Page： 319-329  Publication year： Dec. 21, 2001 
JST Material Number： F0028A  ISSN： 0289-7806  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： JAPANESE (JA)

Thesaurus term： *sandy soil ,...

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

Reference (17)：

• HARDIN, B. O. Shear modulus and damping in soils: design equations and curves. Journal of the Soil Mechanics and Foundations Division. 1972, 98, SM7, 667-692
• JARDIN, R. J. Hutton tension platform foundation: an approach to the prediction of pile behavior. Geotechnique. 1988, 38, 2, 231-252
• DYVIK, R. Laboratory measurement of G_<max> using bender elements. Advances in the Art of Testing Soils under Cyclic Conditions. 1985, 186-196
• HARDIN, B. O. The nature of stress-strain behavior for soils. Proceedings of the Geotechnical Division Specialty Conference on Earthquake Engineering and Soil Dynamics. 1978, 3-90
• ROESLER, S. K. Anisotropic shear modulus due to stress anisotropy. Journal of Geotechnical Engineering. 1979, 105, 7, 871-880

Terms in the title (6)： 堆積構造 ,  応力 ,  異方性 ,  砂質土 ,  初期 ,  せん断剛性