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Reliability analysis of surface settlement during shield TBM tunneling

쉴드 TBM 터널 굴착시 지표침하에 관한 신뢰성해석

  • Han, Myeong-Sik (TESO Engineering Co. Ltd., Seoul National University of Science and Technology) ;
  • Cho, Kuk-Hwan (Seoul National University of Science and Technology)
  • 한명식 ((주)태조엔지니어링, 서울과학기술대학교 철도전문대학원) ;
  • 조국환 (서울과학기술대학교, 철도전문대학원)
  • Received : 2016.04.25
  • Accepted : 2016.05.23
  • Published : 2016.05.31

Abstract

This study is to evaluate the uncertainty of the soil parameters associated with the Gap parameter during shield TBM tunnel excavation of ${\bigcirc}{\bigcirc}$ International Airport Terminal 2 connecting railway construction basic design. And This study is to evaluate the adequacy of the shield TBM design by performing a reliability analysis of the Surface settlement. In addition, By analyzing the reliability indices of the design constants and Sensitivity probability of failure to be used in designing an integer parameter Gap, and By evaluating the design constants of a great influence on the surface subsidence, it was to provide a basis for carrying out an optimum design.

Acknowledgement

Supported by : 국토교통과학기술진흥원

References

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