Art

J-GLOBAL ID：200902135525295600   Reference number：01A0653876

単調および繰返し載荷を受ける砂のダイレイタンシー特性と異方性

Author (4)： HINOKIO MASAYA (名古屋工大) ,  NAKAI TERUO (名古屋工大) ,  HOSHIKAWA TAKUYA (愛知県豊橋工高) ,  YOSHIDA HIDEO
Material： 地盤工学会論文報告集  (Journal of the Japanese Geotechnical Society of Soils and Foundations)
Volume： 41  Issue： 3  Page： 107-124  Publication year： Jun. 15, 2001 
JST Material Number： S0820A  ISSN： 1341-7452  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： JAPANESE (JA)

Thesaurus term： *sand ,...

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

Reference (10)：

• 1) Tatsuoka, F. and Ishihara, K. (1974): Drained deformation of sand under cyclic stresses reversing direction, Soils and Foundations, 14, (3), 51-65.
• 2) Castro, G (1975): Liquefaction and cyclic mobility of saturated sands, Proc. ASCE, 101 (GT6) 551-569.
• 3) Ishihara, K. and Okada, S. (1978) : Effects of stress history on cyclic behavior of sand, Soils and Foundations, 18 (4), 31-45.
• 4) Hyodo, M., Murata, H. and Yasufuku, N. (1991): Undrained cyclic shear strength and residual shear strain of saturated sand by cyclic triaxial tests, Soils and Foundations, 31, (3) 60-76, 1991.
• 5) Nakai, T. and Mihara, Y. (1984): A new mechanical quantity for soils and its application to elastoplastic constitutive models, Soils and Foundations, 24, (2), 82-94.

Terms in the title (4)： 載荷 ,  砂 ,  ダイレイタンシー ,  異方性