• Journal of Korean Tunnelling and Underground Space Association
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• v.15 no.2
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• pp.135-148
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• 2013

Recently, road tunnels have become longer and the plans for long and deep road tunnel have been underway in urban areas. These long and deep tunnel excavations include NATM and TBM. Shield TBM is applied to around 80% of traffic tunnels in Europe, and approximately 30% of them in other developed countries. However, as much of equipment is imported from foreign countries at high prices and distribution rate of TBM tunnel is considerably low in Korea, NATM excavation method is commonly used. To increase TBM tunnel, it is necessary to do assure economic feasibility with the supply-demand of TBM equipment. For this, the selection of standardized TBM diameter is urgently needed. Therefore, the study aims to estimate the standardized optimum section properties of TBM by examining TBM excavation cross section utilization depending on the volume of traffic, the number of lane and its cross-section type(single or double deck), and ventilation system.

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 1999.03a
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• pp.55-58
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• 1999

현재 정부는 사회간접자본 확충을 통한 물류비용의 절감이라는 궁극적 목표를 위하여 도로터널의 확충 노력을 적극 경주하고 있으며 터널의 규모 또한 급격히 장대화 하고 있다. 또한 환경 및 안전 측면에서의 규제 강화로 인하여 터널환기 시스템이 점점 복잡해져 가고 있는 추세이다. 환기관련 주요 설비는 제트팬, 축류팬, 집진기, 수갱 등으로 대형화 및 자동화에 따라 운영비용 역시 급격히 증가하고 있으며 운영비용 중의 대부분은 현재 일반전기로 분류되어 있는 환기설비에 소요되는 전력비로, 장대터널의 경우 km 당 1 MW를 훨씬 초과하는 경우도 많아 SOC(사회간접자본)사업으로 추진되는 도로터널의 건설 및 운영상의 문제점으로 지적되고 있다. (중략)

• Journal of Korean Tunnelling and Underground Space Association
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• v.4 no.2
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• pp.155-165
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• 2002

This paper presents a case study on the construction of a long tunnel named as "Solan tunnel", which connects between Mt. Dongbaek station and Dokye station in the Youngdong Railroad. The tunnel will be the longest tunnel with length of 16.4 km in Korea when completed. The tunnel site is located in a complex geological region with faults, cavities and coal measures. In construction of adit No. 2, geophysical investigation methods such as electrical resistivity method and GPR(Ground Penetration Radar) were used to detect faults, cavities and coal measures in advance with some success. The geophysical investigation results and in-situ boring data were used as feedback to improve tunnel reinforcement design. Also, the tube umbrellas of grouted steel pipes were found to have a good reinforcement and grouting effects in zones of faults, cavities. In zones of coal measures, swellex rockbolts with mortar grouting were verified as successful.

• Magazine of korean Tunnelling and Underground Space Association
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• v.10 no.4
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• pp.41-51
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• 2008

• Magazine of korean Tunnelling and Underground Space Association
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• v.11 no.3
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• pp.60-65
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• 2009

• 방재와보험
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• s.111
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• pp.6-11
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• 2006

인명피해를 넘어 터널 내부의 설비와 구조물의 파손에 이르는 피해정도가 대형화되는 추세이다. 이에 장대화되고 있는 국내 도로터널의 현황 및 방재설비 기준에 대한 문제제기를 통해 효율적 방재시스템 구축과 화재시 안전기준의 개정을 살펴봄으로써, 직.간접적인 피해를 최소화하는 노력이 필요하다.

• 방재와보험
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• s.111
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• pp.12-18
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• 2006

일반적으로 긴 일방향성의 형상을 가진 터널의 구조는 화재 및 각종 사고 발생시 정보나 피난동선의 확보가 제한되어 인명피해 우려가 높은 특수한 방호공간이다. 따라서 터널의 화재 위험 및 관리실태를 점검하여 과학적이고 체계적인 종합 안전 대책을 수립하여야 한다.

• Magazine of korean Tunnelling and Underground Space Association
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• v.12 no.3
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• pp.9-22
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• 2010

• Magazine of korean Tunnelling and Underground Space Association
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• v.13 no.5
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• pp.50-59
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• 2011

• Tunnel and Underground Space
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• v.10 no.1
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• pp.111-120
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• 2000