分野 1-b　砂

• A constitutive model for sand based on the non-linear kinematic hardening rule and its application
  F.Oka, A.Yashima, M.Kato and K.Sekiguchi
  Proc. 10th World Conf. Earthquake Engineering
  Madrid, Vol.5, Balkema, pp. 2529-2534, 1992
  
  
• A cyclic elasto-plastic model for sand and its application under various stress conditions
  A.Tateishi, Y.Taguchi, F.Oka and A.Yashima
  Proc. 1st Int. Cof. Earthquake Geotechnical Engineering
  K.Ishihara, Tokyo, Vol.1, Balkema, pp. 399-404, 1995
  
  
• A cyclic elasto-plastic model for sand based on the generalized flow rule and its application
  Y.Taguchi, A.Tateishi, F.Oka and A.Yashima
  Proc. 5th Int. Sympo. Num. Models in Geomech
  G.N.Pande and S.Pietruszczak, Davos, Switzerland, Balkema, pp. 57-62, 1995
  
  
• 砂の細粒分鉱物組成と液状化抵抗の関係について
  岡　二三生，八嶋　厚，重松宏明，戸塚大介
  液状化メカニズム･予測法と設計法に関するシンポジウム発表論文集
  地盤工学会, pp. 419-424, 1999