• Title/Summary/Keyword: T.R.c.M.(Tubular roof construction method)

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An application of the tubular roof construction method for Seoul subway tunnel construction (서울지하철 터널의 T.R.c.M. 공법 적용 사례 연구)

  • Jie, Hong-Keun;You, Kwang-Ho;Park, Yeon-Jun
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.6 no.4
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    • pp.345-356
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    • 2004
  • Open-cut method has been widely used to construct underground structures, but it causes several problems such as traffic congestion and public resentment resulting from severe construction noise and ground settlement. In many cases, it is very difficult to build underground structures safely due to the unknown locations of buried facilities such as water pipes, drainage pipes, gas pipes and high-pressure cable conduits etc. Also in open-cut method, moving buried facilities causes additional cost and extension of construction period. Therefore, this paper is to present a case study in which Tubular Roof construction Method (T.R.c.M.), a newly developed construction method for underground structures using slab steel pipes and PC wall trench, is applied for the construction of a subway tunnel in Seoul. As a result, it is found that T.R.c.M. is a construction method by which tunnels can be constructed safely without any effect on the surrounding environment and traffic flow due to the minimized construction vibration and noise.

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Cases of Excavation Methods for Crossing Railway and Road (철도 및 도로 횡단공법 시공 사례)

  • Kim Dong joon;Park Yung ho;Lee Yoon bum;Lee Euncheol
    • Proceedings of the KSR Conference
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    • 2003.10b
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    • pp.429-435
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    • 2003
  • This paper presents the case studies of Tubular Roof construction Method(T.R.c.M) and Semi Shield method, which were applied to the tunnel excavation under the pre-existing railways. It was proved that T.R.c.M was an effective and safe method for the tunnel excavated in soft soil, giving little damage to the railways located a few meters above. Semi Shield was also performed successfully to bore a tunnel in soft and hard rock, minimizing the ground settlement and tilting of vulnerable fuel tanks. Site and soil conditions are also discussed, which led these relatively new methods to success. Finally, comparison of the measurement results and the design values are made to verify and improve the current design practice.

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