Experimental Study on the Seismic Performance of the Sheet-pile Foundation (Part 1)

DOI
  • HIGUCHI SHUNICHI
    Dept. of Civil Eng., Technical Research Institute of OBAYASHI Co.
  • TANAKA KOUICHI
    Dept. of Civil Eng., Technical Research Institute of OBAYASHI Co.
  • ITO MASATO
    Dept. of Civil Eng., Technical Research Institute of OBAYASHI Co.
  • HIRAO JUNICHI
    Civil Engineering Technology Div., OBAYSHI Co.
  • KODA MASAYUKI
    Foundation and Geotechnical Eng., Structures Technology Div., Railway Technical Research Institute
  • NISHIOKA HIDETOSHI
    Foundation and Geotechnical Eng., Structures Technology Div., Railway Technical Research Institute

Bibliographic Information

Other Title
  • 遠心模型実験によるシートパイル基礎の耐震性能に関する研究(その1)

Abstract

A new bridge foundation named "Sheet-pile foundation" is proposed. Sheet-pile foundation consists of a footing and sheet piles surrounding the footing. By installing sheet piles into the ground around the footing and connecting together, both overturning and sliding resistance of the foundation against the seismic action will be increased.<br>In this paper, 6 different foundation models, which consist of the sheet-pile foundations with 5 different connection systems and a conventional spread foundation, were tested under 50g centrifugal gravity, and the seismic performances were compared.

Journal

Keywords

Details 詳細情報について

  • CRID
    1390282680576267136
  • NII Article ID
    130004622162
  • DOI
    10.11512/jiban.jgs39.0.1815.0
  • Data Source
    • JaLC
    • CiNii Articles
  • Abstract License Flag
    Disallowed

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