Life-cycle reliability-based design and reliability updating of reinforced concrete shield tunnels in coastal regions

Zheng Shu He, Srivaranun Supasit, Mitsuyoshi Akiyama*, Dan M. Frangopol

*この研究の対応する著者

研究成果査読

9 被引用数 (Scopus)

抄録

In this paper, a novel approach for life-cycle reliability-based design and reliability updating of reinforced concrete (RC) shield tunnels in coastal regions has been developed. For new shield tunnels, a reliability-based durability design criterion to determine the concrete cover and concrete quality for preventing the deterioration of structural performance during the structural service life is proposed. For existing shield tunnels, an approach to update structural reliability is established based on Sequential Monte Carlo Simulation. Epistemic uncertainty associated with the structural performance prediction of existing shield tunnels can be reduced compared with that of new shield tunnels. In illustrative examples, durability design factors and maximum water to cement ratio for designing RC segment satisfying the target durability reliability are investigated. For existing RC shield tunnels, the effect of the observational deformation of segmental lining on the time-dependent failure probability is discussed.

本文言語English
ページ(範囲)726-737
ページ数12
ジャーナルStructure and Infrastructure Engineering
16
4
DOI
出版ステータスPublished - 2020 4 2

ASJC Scopus subject areas

  • 土木構造工学
  • 建築および建設
  • 安全性、リスク、信頼性、品質管理
  • 地盤工学および土木地質学
  • 海洋工学
  • 機械工学

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