ISSN : 2233-8292
In this study, NATM can reduce the loosened ground near the tunnel face more than the other pre-existing tunnelling methods, because of rapid supporting by means of shotcrete and rock bolts. However, this method sometimes can not help for a unstable tunnel face with a unsupported caondition. In order to keep from that dangerous case, some excavation methods such as bench cut and drift advancing method are introduced, despite of high construction cost and period. So, this thesis is intended to introduce the new tunnel face shape, that is concave shaped face, and discusses its effects on the tunnel stabilization.
(2000) 토목기술자를 위한 지질조사 및 암반분류,
(1991) NATM공법의 조사,
(1996) 지하공간건설공학,
(2000) 토목기술자를 위한 지질조사 및 암반분류,
(1980) Underground excavations in rock,