An experimental study on dynamic flexural buckling for reinforced concrete piles in liquefied soil using centrifuge tests

Kazuhiro Hayashi, Yuichi Miyachi, Yoshihiro Kimura, Shuji Tamura, Taiki Saito

研究成果: Article査読

抄録

This paper investigated the dynamic buckling behavior of reinforced concrete (RC) pile using a cenlrifuge model. Three specimens with soil densities and input waves as variables were tested by uni-axial shaking. Buckling failure occurred in the pile members of all centrifugal models after the ground were liquefied. All pile members formed Hiree plastic hinges at the pile head, lower side, and middle position. The measured buckling slrength of the RC pile model of the centrifuge model was evaluated by extending the tangent modulus theory.

本文言語English
ページ(範囲)911-920
ページ数10
ジャーナルJournal of Structural and Construction Engineering
85
773
DOI
出版ステータスPublished - 2020 7

ASJC Scopus subject areas

  • 建築
  • 建築および建設

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