非液状化層を有する地盤の液状化流動を受ける杭基礎構造物の模型振動台実験  [in Japanese] Model Shaking Table Test on the Behavior of Pile Foundation Subjected to Earthquake-Induced Lateral Flow of Ground with Non-Liquefied Surface Layer  [in Japanese]

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Author(s)

Abstract

rights: 地盤工学会 rights: 本文データは学協会の許諾に基づきCiNiiから複製したものである relation : isVersionOf: http://ci.nii.ac.jp/naid/110003889737

A series of shaking table tests was conducted on three types of sloping ground model with pile foundation This study aims to reveal the mechanism of damage to pile foundation induced by the lateral flow of liquefied sloping ground, with special attention on the interaction between the pile foundation and the surface non-liquefaction layer As the result of comparative examination of the observed behaviors, the significant combined effect of surface nonliquefaction layer and lateral flow on the damage to pile foundation was clarified.

Journal

  • 土と基礎 = Soil mechanics and foundation engineering

    土と基礎 = Soil mechanics and foundation engineering 51(11), 14-16, 2003-11-01

    社団法人地盤工学会

References:  4

Codes

  • NII Article ID (NAID)
    110003889737
  • NII NACSIS-CAT ID (NCID)
    AN0014925X
  • Text Lang
    JPN
  • Article Type
    ART
  • ISSN
    00413798
  • NDL Article ID
    6746543
  • NDL Source Classification
    ZN1(科学技術--建設工学・建設業)
  • NDL Call No.
    Z16-161
  • Data Source
    CJP  NDL  NII-ELS  IR  NDL-Digital 
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