Analysis and Assessment of Tunnel Boring Machine Performance in Hard Rock

경암반에서 TBM 굴진 해석 및 평가

  • 배규진 (한국건설기술연구원 지반연구실) ;
  • 이용수 (한국건설기술연구원 지반연구실) ;
  • 홍성완 (한국건설기술연구원 지반연구실, 연구위원) ;
  • 박홍조 (유원건설(주), 토목사업부,)
  • Published : 1994.09.01

Abstract

This research is designed to assess current achievement levels for mechanized excavation systems in Korea adn suggest the model predictive of TBM performance using statistical approaches. A test section in the TBM construction sites is selected to measure and analyze TBM performance. The field records including operating data, time allocation into downtime catagories, and machine design are analyzed on a shift basis. There are a total of 240 shifts, with most days operating two shifts per day. Examples of the probability density functions produced from the test section are presented and discussed. Relationships between TBM penetration rate and rock physical properties are investigated and the empirical equations for TBM performance prediction are also assessed with the field data.

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