Groundwater Flow model of Drawdown and Recovery Due to Watertight Tunnel Excavation and Design Example for Lining

터널시공에 따른 지하수위 변화의 모델링과 이를 고려한 완전방수 터널의 라이닝 설계 예

  • 남기천 (선경건설주식회사 지하비축팀) ;
  • 이형원 (선경건설주식회사 지하비축팀) ;
  • 배정식 (선경건설주식회사 지하비축팀 대리) ;
  • 나경웅 (선경건설주식회사 지하비축팀사원)
  • Published : 1994.04.01

Abstract

Although a dry-system tunnel is not good for reasons fo economy and construction, it has been applied to some tunnels under construction owing to the advantages of good long-term maintenance of tunnel, prevention of consolidation settlement due to the drawdown of groundwater, preservation of the ecosystem, cutailment of operation cost, and so on. The stability of groundwater and the change of the applied water pressure after water proofing were analysed by the finite element method. Using this result, an example of designing the secondary lining for the dry-system tunnel which is to be constructed in low-permeability hard rock was presented.

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