수직구의 상향굴착을 위한 RBM 굴진성능의 분석

Analysis of RBM한s Penetration Capacity for Upward reaming of Shaft

  • 이석원 (한국건설기술연구원 토목연구부) ;
  • 조만섭 ((주)유니벡 토목사업2본부) ;
  • 서경원 (한국건설기술연구원 토목연구부) ;
  • 배규진 (한국건설기술연구원 토목연구부)
  • 발행 : 2002.03.01

초록

Based on the results of prototype air-shaft construction, penetration capacity of RBM(Raise Boring Machine) was analyzed and compared with TBM(Tunnel Boring Machine) performance in this study. Utilization, down time, net penetration rate and advance rate were evaluated and compared. By conducting the laboratory tests for rock properties with the analysis of penetration capacity, relation of penetration capacity and geotechnical parameters was studied. The results showed that much more higher value of utilization, however lower value of net penetration rate for RBM was obtained compared to those of TBM. In addition, as the strength of rock penetrated increased, higher value of net penetration rate was obtained contrarily to the results of TBM performance. Finally, new relationship between total hardness and net penetration rate for weak and weathered rock was derived from these results.

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