VERIFICATION OF NUMERICAL ANALYSIS ON LATERAL FLOW OF LIQUEFIED GROUND BASED ON VISCOUS FLUID MODEL

DOI Web Site Web Site 27 References
  • KOBAYASHI Yoshikazu
    社団法人 土木学会 日本大学 理工学部土木工学科
  • TOWHATA Ikuo
    社団法人 土木学会 東京大学 工学系研究科社会基盤工学専攻

Bibliographic Information

Other Title
  • 粘性流体モデルによる地盤の流動解析とその検証
  • ネンセイ リュウタイ モデル ニ ヨル ジバン ノ リュウドウ カイセキ ト ソノ ケンショウ

Search this article

Description

A method that is proposed by the authors accomplished to reduce the amount of computation to predict the amount of lataral ground flow compared to conventional Finite Element Method by assuming deformation mode of liquefied ground, a definition of potential energy, and modeling the liquefied sand as viscous fluid. The accuracy of the method has been evaluated by some examples of lateral ground flow that was caused by earthquakes. However, evaluation of its accuracy has been impossible in time domain. Therefore, the method is applied to shaking table test on subsidence of embankment and foundations to quantitatively evaluate the accuracy in time domain in this paper, and the existence of reasonable viscosity of the liquefied sand was confirmed.

Journal

References(27)*help

See more

Keywords

Details 詳細情報について

Report a problem

Back to top