A Case Study on the Ground Reinforcement Method and Effect of the Failed Tunnel

터널붕괴지반의 보강공법 및 효과에 대한 사례연구

  • 조현 (쌍용건설(주) 토목기술부) ;
  • 임재승 (쌍용건설(주) 토목기술부) ;
  • 정윤영 (쌍용건설(주) 토목기술부) ;
  • 최상열 (쌍용건설(주))
  • Published : 1999.03.01

Abstract

The maintenance for the stability of tunnel, especially on downtown area, careful check must be considered during construction stage and after. Moreover we have to achieve the stability of tunnel by ground improvement and reinforcement when ground condition is bad or tunnel failures under the various ground conditions. In this paper, it is presented the case of tunnel failure and the state of restoration by ground reinforcements at seoul subway $\bigcirc$-$\bigcirc$ construction site. For the purpose of ground reinforcement, first, curtain wall was established by chemical grouting. Secondly, cement milk grouting was carried by upper part of tunnel crown. Also Boreholes loading test and tunnel monitoring were carried by in failure site for the long term stability of tunnel.

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