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      단열공법이 적용된 겨울철 도로터널의 동결저감 효과 분석 = Analysis on Freezing Reduction of Road Tunnels with Heat Insulation Method during Winter

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      https://www.riss.kr/link?id=A103607691

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      다국어 초록 (Multilingual Abstract)

      Gangwon province which is located in northeast of Korea is the coldest region where average daily temperature is below zero during winter while the other regions are above zero. However, there have been insufficient researches on the insulation design and the effect of the insulation on the freezing damages, even though freezing damages were reported consistently in the lining of road tunnel during winter. In this study, to investigate the effect of insulations on the reduction of freezing damages, numerical analysis was performed considering geotechnical and meteorological characteristics in Gangwon province during winter. As a result, it was found that thickness of concrete and shotcrete in lining had negligible effect on the freezing depth while the insulation had significant effect on it. In addition, because the freezing depth is greatly affected by the thermal conductivity of the ground behind the lining in the period of cold weather, these effects should be considered in the estimation of the insulation thickness.
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      Gangwon province which is located in northeast of Korea is the coldest region where average daily temperature is below zero during winter while the other regions are above zero. However, there have been insufficient researches on the insulation design...

      Gangwon province which is located in northeast of Korea is the coldest region where average daily temperature is below zero during winter while the other regions are above zero. However, there have been insufficient researches on the insulation design and the effect of the insulation on the freezing damages, even though freezing damages were reported consistently in the lining of road tunnel during winter. In this study, to investigate the effect of insulations on the reduction of freezing damages, numerical analysis was performed considering geotechnical and meteorological characteristics in Gangwon province during winter. As a result, it was found that thickness of concrete and shotcrete in lining had negligible effect on the freezing depth while the insulation had significant effect on it. In addition, because the freezing depth is greatly affected by the thermal conductivity of the ground behind the lining in the period of cold weather, these effects should be considered in the estimation of the insulation thickness.

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      참고문헌 (Reference)

      1 박정민, "한국의 암석 열물성" 대한자원환경지질학회 42 (42): 591-598, 2009

      2 김대영, "터널 온도계측을 통한 라이닝 단열 설" 사단법인 한국터널지하공간학회 13 (13): 319-345, 2011

      3 김승옥, "우리나라 지중온도 변동의 기후학적 특성" 한국지구과학회 26 (26): 93-105, 2005

      4 손희수, "수치해석을 통한 강원지역 도로터널 라이닝 배면지반의 동결깊이 분석" 한국지반환경공학회 18 (18): 15-23, 2017

      5 진현우, "발열체가 적용된 터널 라이닝 내부 및 배면의 온도변화 분석" 한국지반환경공학회 18 (18): 5-12, 2017

      6 황영철, "동결피해분석을 위한 저온지역 지반구조물의 보수보강특성" 한국지반환경공학회 14 (14): 35-40, 2013

      7 Broch, E., "The Inner Lining System in Norwegian Traffic Tunnels" 17 (17): 305-314, 2002

      8 Inokuma, A., "Road Tunnels in Japan:Deterioration and Countermeasures" 11 (11): 305-309, 1996

      9 Ministry of Land, Infrastructure and Transport (MOLIT), "Road Design Manual I, Vol. 6 Tunnel"

      10 Ministry of Land, Infrastructure and Transport (MOLIT), "Road Bridge and Tunnel Inspection Report" 2016

      1 박정민, "한국의 암석 열물성" 대한자원환경지질학회 42 (42): 591-598, 2009

      2 김대영, "터널 온도계측을 통한 라이닝 단열 설" 사단법인 한국터널지하공간학회 13 (13): 319-345, 2011

      3 김승옥, "우리나라 지중온도 변동의 기후학적 특성" 한국지구과학회 26 (26): 93-105, 2005

      4 손희수, "수치해석을 통한 강원지역 도로터널 라이닝 배면지반의 동결깊이 분석" 한국지반환경공학회 18 (18): 15-23, 2017

      5 진현우, "발열체가 적용된 터널 라이닝 내부 및 배면의 온도변화 분석" 한국지반환경공학회 18 (18): 5-12, 2017

      6 황영철, "동결피해분석을 위한 저온지역 지반구조물의 보수보강특성" 한국지반환경공학회 14 (14): 35-40, 2013

      7 Broch, E., "The Inner Lining System in Norwegian Traffic Tunnels" 17 (17): 305-314, 2002

      8 Inokuma, A., "Road Tunnels in Japan:Deterioration and Countermeasures" 11 (11): 305-309, 1996

      9 Ministry of Land, Infrastructure and Transport (MOLIT), "Road Design Manual I, Vol. 6 Tunnel"

      10 Ministry of Land, Infrastructure and Transport (MOLIT), "Road Bridge and Tunnel Inspection Report" 2016

      11 ITA Working Group on Maintenance and Repair of Underground Structures, "Report on the Damaging Effects of Water on Tunnels During Their Working Life" 6 (6): 11-76, 1991

      12 Kim, J. M., "Numerical Analysis of Reinforced Slopes Stability with Rainfall" KGES 207-213, 2012

      13 Shin, K. Y., "Measured Data of Thermophysical Properties of Concrete for a Temperature Range of 20℃ to 1000℃" 22 (22): 596-606, 1998

      14 Kim, D. Y., "Countermeasures for Frost Protection of Tunnel Lining" KSCE 2674-3677, 2005

      15 Hangil Engineering Co., Ltd, "Comprehensive report of precision safety inspection service, National highway No. 38, Dumundongjae tunnel No. 2" Jeongseon Office of Construction Management 2015

      16 Kwon, O. I., "Analysis on the Geotechnical Characteristics of Slopes around Tunnel Entrance in National Road of Korea" KSEG 123-128, 2005

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      2016 0.31 0.31 0.28
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