Effects of reinforcement on the performance of breakwater foundation subjected to earthquake loadings

Babloo Chaudhary, Hemanta Hazarika, Kengo Nishimura

研究成果: Contribution to journalArticle査読

13 被引用数 (Scopus)

抄録

This paper deals with reinforcing technique for foundation of breakwater which provides resiliency to breakwater against earthquakes. Gabions and sheet piles were used in foundation of breakwater as reinforcing measures against earthquake loadings. Shaking table tests were performed to evaluate the effectiveness of the technique under different earthquake loadings, and comparisons were made between conventional and the reinforced foundation. Numerical analyses were also performed to elucidate the mechanism of the reinforcement–soil–breakwater system during earthquakes. The results of this study reveal the advantages of the technique in reducing settlement and horizontal displacement of the breakwater during different earthquake loadings.

本文言語英語
ページ(範囲)186-197
ページ数12
ジャーナルInternational Journal of Geotechnical Engineering
11
2
DOI
出版ステータス出版済み - 3 15 2017

All Science Journal Classification (ASJC) codes

  • 環境工学
  • 地盤工学および土木地質学
  • 土壌科学

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