• Title/Summary/Keyword: Railway construction

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A Study on the Improvement of Railway Construction Schedule Using KTX Construction Case (경부고속철도 사례분석을 통한 철도건설공기 개선에 관한 연구)

  • Yang, Yeonjong;Chung, Byunghyun
    • Journal of the Korean Society for Railway
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    • v.15 no.6
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    • pp.662-669
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    • 2012
  • In 2004, KTX operated in Korea on the 5th in the world. But there are various factor on planed schedule delay of Big National Construction Project like Seoul-Busan High Speed Rail Project(Seoul-Busan HSR). For example, Often change of government policy, project management control problem of design and construction, conflict of interested party like environmental organization/resident are the main delay factors. The suggestions for improvement of the construction schedule through the Seoul-Busan HSR will help to make a new leap forward in rail construction.

A Study on the ISO 9001 Application of Railway Supervision work (철도 감리 업무의 ISO 9001 적용에 대한 고찰)

  • Jang Seog-Jae;Hwang In-Bum;Sung Jung-Hwa;Kim Hae-Seok
    • Journal of the Korean Society for Railway
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    • v.9 no.3 s.34
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    • pp.325-329
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    • 2006
  • Quite a few of persons often fall into an error that ISO has happened an additional work at construction sites. Supervision works, however, are carried out in compliance with 'Guidelines for the Supervision Works' which is including most ISO Requirements. Additional requirements needed for the supervision works are not many. This study has studied on the ISO application of supervision works in relation to, 1) ISO 9001 & KS A 9001 Quality Management System Basic Model, 2) The Process of Railway Construction Work Supervision Quality Management Plan, 3) Supervision Work Performance Guide Book(2005) & KS A 9001(2001) Standard, at the railway construction sites.

The Mid-long Range R&D Planning of Railway Technology and Policy Recommendations (철도기술 연구개발 중장기계획수립($2008{\sim}2012$)결과와 정책적 시사점)

  • Park, Man-Soo;Park, Su-Dong;Yu, Sung-Yun;Kim, Jong-Wook
    • Proceedings of the KSR Conference
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    • 2007.11a
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    • pp.1796-1816
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    • 2007
  • Recently, started to apply a strategy of selection and concentration in the construction and transportation R&D for the effective utilization of limited R&D resources. The department of construction and transportation planned the construction and transportation R&D innovative road map by the future 10 years technical requirement under the first year on the innovation of the construction and transportation technology from last year. The innovative road map which is a strategic and long term master plan integrated a construction and transportation suggested a vision as value createar for a improvement of living quality in the future. And made a specific goal that is the seventh construction technology level and the fifth transportation technology level in the world. The department of construction and transportation is planning a mid- long range planing of the construction and transportation R&D as following measurement of innovative road map. KICTEP and KISTEP planned a mid- long range R&D planing of the transportation system, logistics, aviation, railway for the last year. Introducing a methodology used a mid- long range plan and main results of the future railway R&D plan. And suggesting a politic comments for the effectively propelling railway R&D projects.

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A Program for Calculating Earth Works by Railway Route Selection (철도노선 선정에 따른 토공량 산출 프로그램 개발)

  • Lee, Dong-Wook;Jee, Sang-Bok;Lee, Tai-Sik
    • Proceedings of the KSR Conference
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    • 2004.10a
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    • pp.1168-1173
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    • 2004
  • The alignment design is one of the most influencing elements in earth work for the railway design. The amount of earth work mostly depends on the route, and the construction cost for railway construction largely depends on it. For this reason. it is necessary to develop a program for the construction cost estimation by route alternatives. This study introduces a program for the estimation of the earth work amount including the logics and the way to use.

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Study on Geosynthetics Appllication Methods for Railway Subbase (철도노반에서 토목섬유의 적용방안에 관한 연구)

  • 심재범;채영수
    • Journal of the Korean Society for Railway
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    • v.3 no.2
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    • pp.68-76
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    • 2000
  • Such traditional construction methods as the interchange or improvement of railway subbase maintenance and reinforcement have many problems in the matters of construction period, constructive and economical efficiency aspects. This paper will describe the alternative railway subbase reinforcement method based on geosynthetics system. It is presently very popular in Germany and Japan. In summary it is to say, that geosynthetics used at fine grained subsoils to a strong improvement of the whole railroad system.

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Numerical Analysis of Track Irregularity in Excavation Adjacent to Railway Trackbed (수치해석을 통한 철도노반 인접 굴착 시 궤도틀림 분석)

  • Seokjun Lee;Dongwook Oh;Seongmin Jang;Batchimeg, Banzragchgarav;Hyuksang, Jung
    • Journal of the Korean GEO-environmental Society
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    • v.24 no.12
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    • pp.39-45
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    • 2023
  • In this paper, a track irregularity according to adjacent deep excavation of railway was analyzed using three-dimensional numerical analysis. The construction for excavation adjacent to the railway track is likely to have a negative impact on train operations. Despite mandatory assessments of the stability and impact on adjacent structures during construction, reports continue to indicate ongoing settlement and track irregularity resulting from construction. Changes in the groundwater level and stress state of the ground due to excavation are pointed out as causes for settlement and track irregularity in structures adjacent to the excavation. In this study, therefore, numerical analysis was conducted taking into account factors that induce track irregularity during adjacent excavation work as variables. The KRL-2012 standard train load was applied to simulate operating trains. As a results, The position of the train load, the distance from the excavation point, had a significant impact on track irregularity, and there was a significant occurrence of track misalignment when the train load was applied. The impact of the groundwater level was not significant.

Comparison of Girder Height by Span in Various Types of Railway Bridge (철도교량형식의 경간에 따른 형고 비교)

  • Lee, Tae-Gyu;Kim, Hye-Uk
    • Proceedings of the KSR Conference
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    • 2008.06a
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    • pp.262-267
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    • 2008
  • The type used mainly in present our country in the superstructure of the railway bridge including the high speed railway is classified by the box girder and the I-type girder, greatly. The box girder is mainly used by the high speed railway bridge, and the I-type girder is used mostly by general railway bridge style. In this study, according to current railway bridge design code, we execute design by the span length of each considered bridge form. Also we analyze the suitable girder height by the span length and calculate the construction costs. The comparative analysis of the structural efficiency is produced by the span length. From this study, it is exposed that the girder height by the span length is the biggest in box girder. Also it is evaluated that the construction costs of the box girder is higher than that of the I-type girder although there is a difference between more or less according to adopted construction method.

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Post-processor Simulator Construction of Ultrasonic Signals for Integrity Evaluation of Railway Truck (대차 프레임의 건전성평가를 위한 초음파신호 후처리기 시뮬레이터 구축)

  • 이규배;윤인식
    • Journal of the Korean Society for Railway
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    • v.5 no.2
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    • pp.55-60
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    • 2002
  • This study proposes the post-processor simulator construction of ultrasonic signal for integrity evaluation of railway truck. For these purposes, the ultrasonic signals for defects(crack) of weld zone in frames are acquired in the type of time series data and echo strength. The detection of the natural defects in railway truck is performed using the characteristics of echodynamic pattern in ultrasonic signal. The constructed post-processor simulator agree fairly well with the measured results of test block(defect location, beam propagation distance, echo strength, etc). Proposed post-processor simulator construction of ultrasonic in this study can be used for the integrity evaluation of railway truck.

A Study on Strategical Penetration of the Korean High-Speed Train System into Chinese Market through the Technology Transfer (한국형 차세대 고속전철의 기술이전을 통한 중국진출 방안 연구)

  • Song Dahl-Ho
    • Journal of the Korean Society for Railway
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    • v.9 no.1 s.32
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    • pp.36-42
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    • 2006
  • Studied was a strategic plan for the Korean High-Speed Train system to penetrate the Chinese railway market in exchange of the technology of KHST. Firstly, taken was a glance at Chinese Government plans to extend total length of his railway lines and to construct the Beijing~Shanghai high-speed railway line. Then, disparity of railway technology in Korea and China was reviewed. From the review, SWOT Analysis were carried out to penetrate the foreign markets. Countermeasures to cope with SWOT were also considered. Strategical governmental supports and the establishment of the special organization to be in charge of penetration of KHST into foreign markets were proposed. Finally, also proposed was the transfer of KHST technology to Chinese counterparts in exchange of tangible benefits for Korean side. The benefits may include (1) adoption of KHST as the type of rolling stock for the Beijing~Shanghai line, (2) guarantee of participation in the project and royalty for the KHST technology used for the future high-speed railway line construction, (3) prior written approval and partnership when making its way to third country, and (4) participation of Korean construction companies in Chinese railway construction project, etc. Adoption of KHST in China indeed gives chance to integrate the high-speed railway network after reunification of Korean peninsular, and enhance the economic ties between two countries.

A Research on the Greenhouse Gas Emission Reduction of Railway Structure Construction Stage (건설단계에서의 철도시설물 온실가스저감방안연구)

  • Lee, Cheul-Kyu;Kim, Jong-Soo
    • Journal of the Korean Society for Railway
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    • v.14 no.5
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    • pp.425-432
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    • 2011
  • Concrete was identified as the significant GHG emission source resulting from a GHG emission analysis of railway infrastructure. An environmental assessment method (life cycle assessment; LCA) and low carbon railway infrastructure design strategy development method (ECODESISGN PILOT) were applied to develop low carbon railway infrastructure design strategies. The railway infrastructure was analyzed as a raw material intensive industry emitting large amount of greenhouse gas (GHG) at its construction stage. Therefore, in this study, it is analyzed that current status of GHG emission at its construction stage, and a method reducing GHG emission of railway infrastructure is proposed. In this study, eco-concrete, concrete aging prevention agent and a low carbon railway route decision method based on a need of low carbon railway infrastructure construction technology application for green railway development were considered.