Geomechanics and Engineering

  • 제29권3호
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  • Pages.331-338
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  • 2022
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Reliability analysis of tunnel face stability considering seepage effects and strength conditions

  • Park, Jun Kyung (Department of Civil and Environmental Engineering, Daelim University College)
  • 투고 : 2021.12.17
  • 심사 : 2022.03.03
  • 발행 : 2022.05.10
⟨ 이전 논문 다음 논문 ⟩

초록

Face stability analyses provides the most probable failure mechanisms and the understanding about parameters that need to be considered for the evaluation of ground movements caused by tunneling. After the Upper Bound Method (UBM) solution which can consider the influence of seepage forces and depth-dependent effective cohesion is verified with the numerical experiments, the probabilistic model is proposed to calculate the unbiased limiting tunnel collapse pressure. A reliability analysis of a shallow circular tunnel driven by a pressurized shield in a frictional and cohesive soil is presented to consider the inherent uncertainty in the input parameters and the proposed model. The probability of failure that exceeding a specified applied pressure at the tunnel face is estimated. Sensitivity and importance measures are computed to identify the key parameters and random variables in the model.

키워드

참고문헌

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