Experimental Study on the Seismic Performance of the Sheet-pile Foundation (Part 2)

DOI
  • MATSUDA Takashi
    Dept. of Civil Eng. Technical Research Institute of OBAYASHI Co.
  • TANAKA KOUICHI
    Dept. of Civil Eng. Technical Research Institute of OBAYASHI Co.
  • HIGUCHI SHUNICHI
    Dept. of Civil Eng. Technical Research Institute of OBAYASHI Co.
  • KODA MASAYUKI
    Foundation and Geotechnical Eng., Structures and Technology Div., Railway Technical Research Institute
  • NISHIOKA HIDETOSHI
    Foundation and Geotechnical Eng., Structures and Technology Div., Railway Technical Research Institute
  • SAKIMOTO JUNNJI
    Civil Engineering Technology Div., OBAYASHI Co.
  • HIGASHINO MITSUO
    Civil Engineering Technology Div., OBAYASHI Co.

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2)

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, effect of length of the sheet pile was investigated as well as the mechanisms of its seismic resistance. 1/25 scaled models with rigid connection system were tested in this case.

Journal

Keywords

Details 詳細情報について

  • CRID
    1390001205599557376
  • NII Article ID
    130004622163
  • DOI
    10.11512/jiban.jgs39.0.1817.0
  • Data Source
    • JaLC
    • CiNii Articles
  • Abstract License Flag
    Disallowed

Report a problem

Back to top