MODEL EXPERIMENTS ON FAILURE OF SAND BED BENEATH A STRUCTURE SUBJECTED TO CYCLIC LOADING AND ITS COUNTERMEASURE

• KAWAMURA Shima

  JAPAN SOCIETY OF CIVIL ENGINEERS

• MIURA Seiichi

  北海道大学大学院 工学研究科

• YOKOHAMA Shoji

  JAPAN SOCIETY OF CIVIL ENGINEERS

• MIYAURA Masahiro

  JAPAN SOCIETY OF CIVIL ENGINEERS

Bibliographic Information

Other Title

• 繰返し力を受ける構造物支持地盤の破壊とその防止策に関する実験
• クリカエシリョク オ ウケル コウゾウブツ シジ ジバン ノ ハカイ ト ソノ ボウシサク ニ カンスル ジッケン

Abstract

In order to clarify the mechanical behavior of a sand bed beneath a structure subjected to cyclic loadings such as wave forces, a series of model tests were performed under several loading conditions. It was found that 1) the failure of the ground beneath a structure on model tests becomes a progressive flow failure, 2) the formation of side walls on a model structure and the installing of sheet piles have advantageous as the countermeasure against the sand flow failure and 3) these prevention effects depend strongly on the structure shapes of side walls and location of sheet piles.

Journal

• Doboku Gakkai Ronbunshu

  Doboku Gakkai Ronbunshu 1999 (624), 77-89, 1999-06-21

  Japan Society of Civil Engineers

Keywords

• cyclic load
• sand bed
• settlement
• pore water
• pressure
• countermeasure
• model test

Details

• CRID: 1390282680285420544
• NII Article ID: 10002530750
• NII Article ID: 130003983285
• NII Article ID: 120003989325
• NII Book ID: AN10014020
• DOI: 10.2208/jscej.1999.624_77
• ISSN: 18827187
• ISSN: 02897806
• ISSN: http://id.crossref.org/issn/02897806
• HANDLE: 10258/964
• NDL BIB ID: 4787752
• Web Site: https://muroran-it.repo.nii.ac.jp/records/5761
• Web Site: https://ndlsearch.ndl.go.jp/books/R000000004-I4787752
• Web Site: https://www.jstage.jst.go.jp/article/jscej1984/1999/624/1999_624_77/_pdf
• Data Source:
  • JaLC
  • IRDB
  • NDL
  • Crossref
  • CiNii Articles
• Abstract License Flag: Disallowed