重力式岸壁の耐震性能評価手法 SEISMIC PERFORMANCE EVALUATION CHARTS FOR GRAVITY TYPE QUAY WALLS

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More than two hundred cases of effective stress analyses with variation of seismic coefficients and liquefaction resistance were conducted. Among the parameters considered in this study, the most sensitive parameter affecting the wall displacement under a prescribed level of shaking is the SPT N-value of subsoil below and behind the wall. With the results of parametric calculations, a simple procedure and charts are propsed to evaluate the order-of-magnitude displacement of a quay wall. It demonstrated the capability to evaluate a wide range of displacements, ranging from the displacement in the order of onetenths of meters to those with one order higher.

収録刊行物

  • 土木学会論文集 = Proceedings of JSCE

    土木学会論文集 = Proceedings of JSCE 703, 21s-31s, 2002-04-21

    Japan Society of Civil Engineers

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各種コード

  • NII論文ID(NAID)
    10008219675
  • NII書誌ID(NCID)
    AN10014020
  • 本文言語コード
    ENG
  • 資料種別
    ART
  • ISSN
    02897806
  • NDL 記事登録ID
    6155356
  • NDL 雑誌分類
    ZN1(科学技術--建設工学・建設業)
  • NDL 請求記号
    Z16-6
  • データ提供元
    CJP書誌  NDL  J-STAGE 
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