シールドトンネル覆工作用土圧の逆解析について ON the Back Analysis of Earth Pressure for Shield Tunnel Lining

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Shield tunnel lining is generally designed by assuming the patternized standard loads. But when a tunnel is to be designed under the unprecedented earth conditions or in the case of extremely large tunnel, it is important to ascertain the safty of the design by enough examinations and experiments. In such cases, the verification by the model analysis will be very useful.<BR>In the tunnel lining experiment using photelastic method, the results are usually obtained as the inside stress distribution of lining model.<BR>This paper shows the method of converting the experimental values to the load patterns which are used in the design. The weighted constants corresponding to the each patternized load are obtained by the least squares.

収録刊行物

  • 光弾性学論文集 : proceedings of the Japan Society for Photoelasticity  

    光弾性学論文集 : proceedings of the Japan Society for Photoelasticity 15(1), 37-44, 1995-03 

    The Japanese Society for Experimental Mechanics

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被引用文献:  3件

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各種コード

  • NII論文ID(NAID)
    10002844392
  • NII書誌ID(NCID)
    AN00313885
  • 本文言語コード
    JPN
  • 資料種別
    ART
  • ISSN
    09109854
  • データ提供元
    CJP書誌  CJP引用  J-STAGE 
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