有限要素法による地すべりの安定解析と対策工の設計

書誌事項

タイトル別名
  • Slope Stability Analysis and Prevention Work Planning by FEM.

抄録

The limit equilibrium method has been used for the stability calculation of landslide submerged by reservoir water. However, it is difficult to evaluate the relationship between sliding distance and porewater pressure. The slope stability calculatioh by F. E. M. combined with joint element is studied to clarify the strain and stress condition along the slip surface, and also to analize the stress of steel pile and anchor works constructed in landslide area. In this paper, the claculation procedure by F. E. M. is discussed.

収録刊行物

  • 地すべり

    地すべり 27 (1), 19-26, 1990

    公益社団法人 日本地すべり学会

被引用文献 (4)*注記

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詳細情報

  • CRID
    1390282679521934080
  • NII論文ID
    130001009139
  • DOI
    10.3313/jls1964.27.19
  • ISSN
    18843956
    02852926
  • 本文言語コード
    ja
  • データソース種別
    • JaLC
    • Crossref
    • CiNii Articles
  • 抄録ライセンスフラグ
    使用不可

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