A Intercomparison on the estimating shield TBM tunnel face pressure through analytical and numerical analysis

이론해와 수치해석적 검토를 통한 쉴드TBM 막장압 산정 결과 상호비교

  • 전기찬 (대한건설이엔지 기술연구소) ;
  • 김동현 (대한건설이엔지 기술연구소)
  • Received : 2016.03.11
  • Accepted : 2016.04.29
  • Published : 2016.05.31


This study estimates tunnel face pressure through existing 8 analytical equations and 3D numerical analysis, and compares and examines it. In general, the estimating tunnel face pressure of domestic shield TBM has been examined by a method according to analytical equation and empirical method, but numerical analysis is combined in a section passing complicated stratigraphic condition and special soil condition. Therefore, the researcher is to find a reliable method to examine of tunnel face pressure by confirming a correlation between tunnel face pressure estimated by equation and tunnel face pressure estimated by numerical analysis program. When tunnel face pressure is estimated, both analytical equation and numerical analysis were identically examined in soil conditions such as sandy soil and cohesive soil. In addition, existing analytical equation is used as equation, and 3D analysis copying construction process and shield tunnel as numerical analysis.


Grant : 고수압 초장대 해저터널 기술자립을 위한 핵심요소 기술개발

Supported by : 건설교통과학기술진흥원


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