Behavior of flexible buried pipe under cyclic loading in a large soil chamber

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  • KO Donghee
    東京大学大学院工学系研究科
  • KUWANO Reiko
    東京大学生産技術研究所　都市基盤安全工学国際研究センター

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Other Title
  • 大型土槽を用いた繰返し載荷試験によるたわみ性埋設管の挙動特性
  • オオガタドソウ オ モチイタ クリカエシサイカ シケン ニ ヨル タワミ セイ マイセツカン ノ キョドウ トクセイ

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Abstract

       The structural response of flexible buried pipes has been long investigated. Most of the previous studies mainly focused on the response of flexible pipe under static loading. The long-term behaviour of flexible pipe subjected to cyclic loading has not been fully understood. In this research, experimental study has been conducted to examine effects of backfill soil condition on the behaviour of flexible buried pipe under cyclic loading, using a large soil chamber. [This abstract is not included in the PDF]<br>

Journal

  • SEISAN KENKYU

    SEISAN KENKYU 61 (4), 698-703, 2009

    Institute of Industrial Science The University of Tokyo

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