GOVERNING EQUATIONS CONSIDERING PHASE CHANGE FROM SOLID TO FLUID OF SOIL GROUND BASED ON THREE-PHASE SATURATED SOIL MODEL
Author:
Affiliation:
1. 京都大学大学院 工学研究科都市社会工学専攻
2. 東電設計株式会社
3. 京都大学 防災研究所
Publisher
Japan Society of Civil Engineers
Subject
General Medicine
Link
https://www.jstage.jst.go.jp/article/jscejseee/78/4/78_I_198/_pdf
Reference12 articles.
1. 1) Uzuoka, R., Yashima, A., Kawakami, T. and Konrad, J. M. : Fluid dynamics based prediction of liquefaction induced lateral spreading, Computers and Geotechnics, Vol. 22, No. 3-4, pp. 243-282, 1998.
2. 2) Jafarian, Y., Ghorbani, A. and Ahmadi, O. : Simplified dynamic analysis to evaluate liquefaction-induced lateral deformation of earth slopes: a computational fluid dynamics approach, Earthquake Engineering and Engineering Vibration, Vol. 13, No. 3, pp. 555-568, 2014.
3. 3) 佐藤忠信，文龍，渦岡良介：砂の流弾塑性構成式による液状化・流動過程の統一的解析，土木学会論文集，No. 717/I-61，pp. 53-64，2002．
4. 4) Ye, B., Ni, X., Huang, Y. and Zhang, F. : Unified modeling of soil behaviors before/after flow liquefaction, Computers and Geotechnics, Vol. 102, pp. 125-135, 2018.
5. 5) Wang, Z. H., Ma, J. L., Gao, H. M., Stuedlein, A. W., He, J. and Wang, B. H. : Unified thixotropic fluid model for soil liquefaction, Géotechnique, Vol. 70, No. 10, pp. 1-45, 2019.
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1. A new model for reciprocating phase transition in liquefied ground considering floating soil particles;Japanese Geotechnical Society Special Publication;2024
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