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J-GLOBAL ID：200902076526009574   Reference number：84A0364391

任意三次元応力径路下の砂のせん断挙動とその解析

Author (2)： NAKAI TERUO (名古屋工大工) ,  MIHARA YASUJI (名古屋工大大学院)
Material： 土木学会論文集  (Journal of Structural Mechanics and Earthquake Engineering)
Issue： 346  Page： 87-96  Publication year： Jun. 1984 
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： three dimension ,...

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

Reference (14)：

• 1) Ohta, H. and Sekiguchi, H.: Constitutive equations considering anisotropy and stress reorientation in clay, Proc. of 3rd Int. Conf. on Numerical Methods in Geomechanics, Vol. 1, pp. 475-484, 1979.
• 2) Matsuoka, H.: Stress-strain relationship of sands based on the mobilized plane, Soils and Foundations, Vol. 14, No. 2, pp. 47-61, 1974.
• 3) Yamada, Y. and Ishihara, K.: Modeling of drained deformation of sand under three-dimensional stress conditions, Proc. of IUTAM-Symposium on Deformation and Failure of Granular Materials, pp. 331-341, 1982.
• 4) 松岡元・小山浩史・山崎浩之: 3次元応力下の砂の繰返しせん断挙動の解析, 第18回土質工学研究発表会講演集, 2分冊の1, pp. 349-352, 1983.
• 5) Prévost, J. H.: Anisotropic undrained stress-strain behavior of clays, Proc. of ASCE, Vol. 105, No. GT 8, pp. 1075-1090, 1978.

Terms in the title (4)： 応力径路 ,  砂 ,  せん断挙動 ,  解析