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

研究成果: Article

1 引用 (Scopus)

抜粋

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.

元の言語English
ページ(範囲)726-737
ページ数12
ジャーナルStructure and Infrastructure Engineering
16
発行部数4
DOI
出版物ステータスPublished - 2020 4 2

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Building and Construction
  • Safety, Risk, Reliability and Quality
  • Geotechnical Engineering and Engineering Geology
  • Ocean Engineering
  • Mechanical Engineering

フィンガープリント Life-cycle reliability-based design and reliability updating of reinforced concrete shield tunnels in coastal regions' の研究トピックを掘り下げます。これらはともに一意のフィンガープリントを構成します。

  • これを引用