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J-GLOBAL ID:202102234695338859   Reference number:21A0423806

Fundamental study on large strain liquefaction behavior for numerical analysis

液状化時の大ひずみ領域の挙動を考慮した数値解析のための基礎的研究
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Material:
Volume: 72  Issue:Page: 423-426(J-STAGE)  Publication year: 2020 
JST Material Number: G0185A  ISSN: 0037-105X  CODEN: SEKEAI  Document type: Article
Article type: 短報  Country of issue: Japan (JPN)  Language: JAPANESE (JA)
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Earth pressure,dynamic properties of soil,stress and deformations of ground  ,  Numerical analysis,approximation method  ,  Natural disasters 
Reference (4):
  • 1) Iai, s., Matsunaga,Y. and Kameoka, T.:Strain space plasticity model for cyclic mobility, Report of the Port and Harbour Research Institute, Vol.29,No4,pp.27-56, 1990.
  • 2) Kiyota, T., Sato, T., Koseki, J. and Abadimarand, M.: Behavior of liquefiedsands under extremely large strain levels in cyclic torsional shear tests, Soils and Foundations, 48 (5), 727-739, 2008.
  • 3) Iai,S., Ueda,K., Tobita,T. and Ozutsumi,O.:Finite Strain Formulation of a Strain Space Multiple Mechanism Model for Granular Materials International Journal for Numerical and Analytical Methods in Geomechanics,Vol. 37(9),pp.1189-1212,2013.
  • 4) 上田恭平:砂の力学モデルとしての多重せん断モデルの大変形解析の定式化およびその適用性に関する研究,京都大学博士論文,2010.
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