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J-GLOBAL ID:200902102399784793   Reference number:02A0877684

増分非線形モデルの数学的構造・定式化と主応力軸回転時の挙動の検証

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Material:
Volume:Page: 295-306  Publication year: Aug. 28, 2002 
JST Material Number: L3686A  ISSN: 1345-9139  Document type: Article
Article type: 原著論文  Country of issue: Japan (JPN)  Language: JAPANESE (JA)
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JST classification (1):
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Category name(code) classified by JST.
Soil compression,consolidation,shear strength,ground subsidence 
Reference (17):
  • 1) Gutierrez, M., Ishihara.K. and Towhata, L: Flow theory for sand during rotation of principal stress direction, Soils and Foundations, Vol.31 (4), pp.121-132, 1991
  • 2) Miura, K, S.Miura, and S.Toki: Deformation behavior of anisotropic dense sand under principal stress axes rotation, Soils and Foundations, Vo1.26 (1), pp.36-52, 1986
  • 3) 飛田善雌吉田望: 砂の様な粒状体の増分非線形モデル: 重要性と定式化, 構造工学論文集, vol.39A, pp.387-398, 1993
  • 4) Tobita, Y.: Fabric tensors in constitutive equations for granular materials, Soils and Foundations, Vol.29, No.4, pp.91-104., 1989
  • 5) Tobita, Yand Yanagisawa, E: Modified stress tensors for anisotropic behavior of granular materials, Soils and Foundations, Vol.32 (1), pp.85-99, 1992
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