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      KCI등재 SCOPUS

      열차의 최소안전 확보를 고려한 저비용 저도상궤도의 적용성 평가 = Evaluation of Applicability of Low Cost-Low Thickness Ballast Track System Considering Minimum Railway Safety

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      https://www.riss.kr/link?id=A106348828

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      다국어 초록 (Multilingual Abstract)

      At present, rail infrastructure in North Korea is known to be underdeveloped, far below South Koreandesign standards. The average speed of trains is 45km/h, electric power supply is unstable, normal train operation isimpossible, and large accidents such as subgrade loss due to natural disaster are concerns. In particular, there is a verybad condition of ballast track because of influx of soil. Therefore, as a first step technique of practical replacement forSouth-North Korea railway connections and to ensure minimal maintenance, it is necessary to optimize the design ofballast track according to existing railway lines. In this paper, for the purpose of improving North Korea railway, calculationsof the track structure and safety were analyzed to estimate the thickness of ballast track suitable for North Korea.
      Finally, it was found to be possible to make an improvement plan for North Korea railways through calculation of ballasttrack thickness.
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      At present, rail infrastructure in North Korea is known to be underdeveloped, far below South Koreandesign standards. The average speed of trains is 45km/h, electric power supply is unstable, normal train operation isimpossible, and large accidents su...

      At present, rail infrastructure in North Korea is known to be underdeveloped, far below South Koreandesign standards. The average speed of trains is 45km/h, electric power supply is unstable, normal train operation isimpossible, and large accidents such as subgrade loss due to natural disaster are concerns. In particular, there is a verybad condition of ballast track because of influx of soil. Therefore, as a first step technique of practical replacement forSouth-North Korea railway connections and to ensure minimal maintenance, it is necessary to optimize the design ofballast track according to existing railway lines. In this paper, for the purpose of improving North Korea railway, calculationsof the track structure and safety were analyzed to estimate the thickness of ballast track suitable for North Korea.
      Finally, it was found to be possible to make an improvement plan for North Korea railways through calculation of ballasttrack thickness.

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      참고문헌 (Reference)

      1 최찬용, "실대형 실험을 이용한 가진주파수 변화에 따른 콘크리트궤도의 동적평가" 한국지반신소재학회 13 (13): 39-47, 2014

      2 E.T. Selig, "Track geotechnology and substructure management" Thomas Telford Services Ltd 402-, 1994

      3 Korea Rail Network Authority, "Track Material Design"

      4 Railway Technical Research Institute, "Railway Structure and Design Standards Commentator"

      5 US Army Corps of Engineers, "Predicting California Bearing Ration from Trafficability Cone Index Values"

      6 D. H. Kim, "North Korean Railway Policy and Inter-Korean Cooperation" In Je University 2019

      7 B.I. Lim, "Modernization of Railway Structure" Railway Publishing 1991

      8 American Railway Engineering and Maintenance of way Association, "Manual for Railway Engineering"

      9 Ministry of Land, Infrastructure and Transport, "Korean Design Standard, KDS 47 10 25"

      10 Korea Rail Network Authority, "Design Specification for Railroad"

      1 최찬용, "실대형 실험을 이용한 가진주파수 변화에 따른 콘크리트궤도의 동적평가" 한국지반신소재학회 13 (13): 39-47, 2014

      2 E.T. Selig, "Track geotechnology and substructure management" Thomas Telford Services Ltd 402-, 1994

      3 Korea Rail Network Authority, "Track Material Design"

      4 Railway Technical Research Institute, "Railway Structure and Design Standards Commentator"

      5 US Army Corps of Engineers, "Predicting California Bearing Ration from Trafficability Cone Index Values"

      6 D. H. Kim, "North Korean Railway Policy and Inter-Korean Cooperation" In Je University 2019

      7 B.I. Lim, "Modernization of Railway Structure" Railway Publishing 1991

      8 American Railway Engineering and Maintenance of way Association, "Manual for Railway Engineering"

      9 Ministry of Land, Infrastructure and Transport, "Korean Design Standard, KDS 47 10 25"

      10 Korea Rail Network Authority, "Design Specification for Railroad"

      11 Korea National Railroad, "Design Relations Manual for Railroad"

      12 Ministry of Construction & Transportation, "Constructional Preseription of Korea National Railroad"

      13 Korea Rail Network Authority, "Ballast Track Structure"

      14 J.B. Park, "Analysis of Gravel Quality Standards for Database of Trackbed Structure Design for Low Ballast Height" 2019

      15 J.E. Song, "A study on Reinforcement of the Fouled Ballast Materials by Ballast Stabilizer" Korea National University of Transportation 2016

      16 Korea Railroad Research Institute, "A Study on the Planning of Infrastructure Connectivity Technology and Interoperability at the Stage in Deteriorated North Korea Railway" Korea Railroad Research Institute 2018

      17 Korea Rail Network Authority, "A Study on the Improvement of Railway Structure for Reduced Maintenance with High-speed of Main-line Railway" Korea Rail Network Authority 2013

      18 Korea Railroad Research Institute, "A Study on minimizing of track thickness through detailed analysis of the track structure and its typical section for application to North Korean Railway" Korea Railroad Research Institute 2019

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2015-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-03-04 학술지명변경 한글명 : 학국철도학회논문집 -> 한국철도학회논문집 KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2005-09-02 학술지등록 한글명 : 학국철도학회논문집
      외국어명 : JOURNAL OF THE KOREAN SOCIETY FOR RAILWAY
      KCI등재후보
      2005-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2003-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.43 0.43 0.45
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.41 0.39 0.864 0.15
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