はりばねモデルと個別要素法を用いたトンネル覆工安定性解析の基礎的研究

書誌事項

タイトル別名
  • Development of the Stability Analysis of Tunnel Lining by Means of Beam-spring Model and Discrete Element Method

抄録

We propose a new numerical analysis method which combines beam-spring model and discrete element method. This method enables stability analysis of tunnel lining with large deformation or change of analysis domain. Analysis of a box culvert is solved as an example of this method by using the program which is based on the formulation explained in this paper.

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被引用文献 (1)*注記

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詳細情報 詳細情報について

  • CRID
    1390282680207855104
  • NII論文ID
    130004387570
  • DOI
    10.11532/journalte2004.18.91
  • ISSN
    18849105
    13495399
  • データソース種別
    • JaLC
    • CiNii Articles
    • Crossref
  • 抄録ライセンスフラグ
    使用不可

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