Model Experiments and Elasto-Plastic Finite Element Analysis about Seepage Failure of Sand Behind Fixed Sheet Pile

DOI Web Site 3 Citations 10 References
  • OKAJIMA Kenji
    Department of Biological and Environmental Engineering, University of Tokyo
  • TANAKA Tadatsugu
    Department of Biological and Environmental Engineering, University of Tokyo
  • Zhang Shanji
    Department of Biological and Environmental Engineering, University of Tokyo
  • KOMATSU Takahiro
    Department of Biological and Environmental Engineering, University of Tokyo

Bibliographic Information

Other Title
  • 砂地盤における固定矢板背面地盤の浸透破壊現象に関する模型実験と弾塑性有限要素解析
  • スナジバン ニ オケル コテイ ヤイタ ハイメン ジバン ノ シントウ ハカイ ゲンショウ ニ カンスル モケイ ジッケン ト ダンソセイ ユウゲン ヨウソ カイセキ

Search this article

Abstract

Constructing civil engineering structures, temporaly or permanent water proofing sheet piles often are used. The stability of seepage failure are carefully applied to those sheet piles, although many troubles of seepage failure were reported. On this problem the predictive method of the deformation and critical water head is required. In this study we carried out the model experiments which were designed for studying the seepage failure of soil behind fixed sheet piles and our elasto-plastic finite element method was applied to verify the effectiveness. Terzaghi method is very famous method for this problem and Terzaghi method was investigated by experiments data. As a result, it was confirmed that elasto-plastic finite element method was effectiveness and Terzaghi method was useful for this problem.

Journal

Citations (3)*help

See more

References(10)*help

See more

Related Projects

See more

Keywords

Details 詳細情報について

Report a problem

Back to top