• Title/Summary/Keyword: 도로 터널

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A simulation analysis on the effect of counterbeam lighting for the tunnel entrance zones (터널 입구부 카운터빔조명의 효과에 대한 시뮬레이션 연구)

  • Lee, Young-Q;Lee, Seung-Ho
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.9 no.4
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    • pp.377-385
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    • 2007
  • Drivers passing through a tunnel fare some difficulties caused by the visual differences between outside and inside of the tunnel. The blackhole phenomenon at a tunnel entrance lone severely decreases the driver's visibility during the daytime. A counterbeam lighting is generally recommended for the prevention of it. This paper simulates an entrance zone with a blackhole phenomenon to verify the effect of counterbeam lighting. Even though the tunnel lighting is important, It Is not easy to consider many lighting alternatives at the stage of tunnel design due to the complexity of tunnel renditions. This paper is expected to contribute improving the visibility in tunnels, especially at the entrance zone.

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Numerical Analysis of Frost Depth behind the Lining of Road Tunnel in Gangwon Province (수치해석을 통한 강원지역 도로터널 라이닝 배면지반의 동결깊이 분석)

  • Son, Hee-Su;Jun, Kyoung-Jea;Yune, Chan-Young
    • Journal of the Korean GEO-environmental Society
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    • v.18 no.3
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    • pp.15-23
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    • 2017
  • Gangwon Province, located in the northeastern part of South Korea, is the coldest area in South Korea with 90% of the total area as mountainous. Therefore, tunnel damage has been reported continuously in winter. But there has been lack of researches on frost heave occurring behind tunnel lining. In this study, numerical analysis was conducted to investigate the frost depth in road tunnel constructed in Gangwon province. Based on the database on road tunnel and weather in Gangwon province, a standard tunnel shape and geotechnical properties of ground was determined. And then thermal analysis for the frost depth according to the temperature change and ground conditions were conducted. Analysis result showed that the sensitivity to frost heave of metamorphic rock and sedimentary rock is higher than sand. Lower initial ground temperature leads to deeper frost depth and consequently increases frost damage. In addition, lining thickness, specific heat capacity, and thermal conductivity also affect greatly on the variation of frost depth.

Risk Assessment of Submerged Floating Tunnels based on Fuzzy AHP (퍼지 AHP를 이용한 수중터널의 재해위험도 분석)

  • Han, Sang-Hun
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.13 no.7
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    • pp.3244-3251
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    • 2012
  • In the construction and operation of large marine structure, hazard risk analysis is one of important factors. Therefore, this paper investigates the hazard risk indexes and evaluates the risk level in the construction and operation of SFT on the basis of expert survey and Fuzzy analytic hierarchy process. Hazard risk is divided into natural hazard risk (earthquake, typhoon, tsunami, and ice collision) and human factor hazard risk (fire, explosion, traffic accident, ship or submarine collision). Also, the influence of hazard risk indexes on SFT was evaluated in tunnel tube, supporting system, ventilation tower, foundation, and connection part. As the hazard risk level of SFT is compared with those of bridge, underwater tunnel, and immersed tunnel, the intrinsic risk level of SFT was evaluated. Tsunami and earthquake had higher risk level in natural hazard risk, and the risk levels of fire and explosion were higher in human factor hazard risk. Hazard risk level of SFT was 1.4 times higher than immersed tunnel, and 3.2 times higher than bridge.

The Simulator Study on Driving Safety while Driving through the Longitudinal Tunnel (차량시뮬레이터를 이용한 장대터널 주행안전성 연구)

  • Ryu, Jun-Beom;Sihn, Yong-Kyun;Park, Sung-Jin;Han, Ju-Hyun
    • International Journal of Highway Engineering
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    • v.13 no.1
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    • pp.149-156
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    • 2011
  • Considerable evaluation is needed to design a new longitudinal tunnel in advance because it damaged drivers' driving safety and heightened the possibility of traffic accidents with its physical characteristics. Specifically, considering traffic psychological and ergonomic factors was very important to prevent the difficulty of maintaining safe speed, the increase of the drowsy driving, the fatality of traffic accidents, and subjective feelings such as anxiety while driving a car through the tunnel, from design to construction. This study dealt with driving safety evaluation of an original road alignment design for the longitudinal tunnel (length: above 10km) with a driving simulator, and helped us to improve an original road alignment design and make an alternative road alignment design with presenting risky districts. The results of experiment showed that inflection points were revealed more risky districts, because they impaired driving safety and elevated driver workload while driving a car through around the inflection points of two-way route. Finally, the limitations and implications of this study were discussed.