Numerical prediction of seepage and seismic behavior of unsaturated fill slope

R. Uzuoka, Tomohiro Mori, T. Chiba, K. Kamiya, M. Kazama

研究成果: Chapter

抄録

A dynamic three-phase coupled analysis is newly proposed. The equations governing the dynamic deformation of unsaturated soil are derived here based on porous media theory and constitutive models. The weak forms of the momentum balance equations of the overall three-phase material and the continuity equations (mass and momentum balance equations) of the pore fluids (water and air) at the current configuration are implemented in a finite element model. The discretized equations are solved by fully implicit method and the skeleton stress is also implicitly integrated. Predictions of the seismic responses of an actual fill slope during a future earthquake are performed under different moisture conditions of unsaturated fill.

本文言語English
ホスト出版物のタイトルPrediction and Simulation Methods for Geohazard Mitigation
出版社CRC Press
ページ159-165
ページ数7
ISBN(電子版)9780203871041
ISBN(印刷版)9780415804820
出版ステータスPublished - 2009 1 1

ASJC Scopus subject areas

  • Engineering(all)

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