• Title/Summary/Keyword: Railroad-tunnel

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Development of design charts for concrete lining in a circular shaft (원형수직구 콘크리트라이닝 단면설계도표 개발)

  • Shin, Young-Wan;Kim, Sung-Soo;Kim, Young-Jin
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.12 no.2
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    • pp.165-175
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    • 2010
  • Recently, requirement of a long subsea tunnel has increased due to political, economical and social demands such as saving of distribution costs, improvement of traffic convenience, and regional development. Road and railroad tunnel need a shaft for construction and ventilation because of increase of tunnel length. Shaft diameter, lining sectional thickness and rebar quantity have to be determined for design of concrete lining in the shaft. A lot of structural analyses are needed for optimal design of concrete lining considering shaft diameter, load conditions and ground conditions. Design charts are proposed by structural analyses for various conditions in this study. A sectional thickness and rebar quantity can be easily determined using the proposed design charts.

Concentration and Properties of Particulate Matters (PM10 and PM2.5) in the Seoul Metropolitan (서울시 지하철 시스템 내의 입자상물질(PM10, PM2.5) 농도 특성)

  • Lee, Tae-Jung;Lim, Hyoji;Kim, Shin-Do;Park, Duck-Shin;Kim, Dong-Sool
    • Journal of Korean Society for Atmospheric Environment
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    • v.31 no.2
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    • pp.164-172
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    • 2015
  • Seoul subway plays an important part for the public transportation service in Seoul metropolitan area. As the subway system is typically a closed environment, frequent air pollution problems occurred and passengers get malhealth impact. Especially particulate matters (PM) is well known as one of the major pollutants in subway environments. The purpose of this study was to compare the concentrations of $PM_{10}$ and $PM_{2.5}$ in the Seoul subway system and to provide fundamental data in order to management of subway system. $PM_{10}$ and $PM_{2.5}$ samples were collected in the M station platform and tunnel of Subway Line 4 in Seoul metropolitan and in an outdoor location close to it from Apr. 21, 2010~Oct. 27, 2013. The samples collected on teflon filters using $PM_{10}$ and $PM_{2.5}$ mini-volume portable samplers and PM sequential sampler. The PM contributions were $48.6{\mu}g/m^3$ (outdoor), $84.6{\mu}g/m^3$ (platform) and $204.8{\mu}g/m^3$ (tunnel) for $PM_{10}$, and $34.6{\mu}g/m^3$ (outdoor), $49.7{\mu}g/m^3$ (platform) and $83.1{\mu}g/m^3$ (tunnel) for $PM_{2.5}$. The $PM_{10}$ levels inside stations and outdoors are poorly correlated, indicating that $PM_{10}$ levels in the metro system are mainly influenced by internal sources. In this study, we compared PM concentrations before and after operation of ventilation and Electrostatic Precipitator (EP). Despite the increased PM concentration at outdoor, $PM_{10}$ concentration at platform and tunnel showed the 31.2% and 32.3% reduction efficiency after operation the reduction system. The overall results of this study suggest that the installation and operation of the ventilating system and EP should have served as one of the important components for maintaining the air quality in the subway system.

TBM risk management system considering predicted ground condition ahead of tunnel face: methodology development and application (막장전방 예측기법에 근거한 TBM 터널의 리스크 관리 시스템 개발 및 현장적용)

  • Chung, Heeyoung;Park, Jeongjun;Lee, Kang-Hyun;Park, Jinho;Lee, In-Mo
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.18 no.1
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    • pp.1-12
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    • 2016
  • When utilizing a Tunnel Boring Machine (TBM) for tunnelling work, unexpected ground conditions can be encountered that are not predicted in the design stage. These include fractured zones or mixed ground conditions that are likely to reduce the stability of TBM excavation, and result in considerable economic losses such as construction delays or increases in costs. Minimizing these potential risks during tunnel construction is therefore a crucial issue in any mechanized tunneling project. This paper proposed the potential risk events that may occur due to risky ground conditions. A resistivity survey is utilized to predict the risky ground conditions ahead of the tunnel face during construction. The potential risk events are then evaluated based on their occurrence probability and impact. A TBM risk management system that can suggest proper solution methods (measures) for potential risk events is also developed. Multi-Criterion Decision Making (MCDM) is utilized to determine the optimal solution method (optimal measure) to handle risk events. Lastly, an actual construction site, at which there was a risk event during Earth Pressure-Balance (EPB) Shield TBM construction, is analyzed to verify the efficacy of the proposed system.

A Study on Ceramic Insert and Anchor Application for Railway Structures (철도구조물에 대한 세라믹 인서트 및 앵커의 적용 방안 연구)

  • Suh, Chang-Beom;Oh, Myoung-Ryoul;Li, Guang-Ri
    • Proceedings of the KSR Conference
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    • 2011.10a
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    • pp.1177-1184
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    • 2011
  • Ceramic insert and anchor has many advantages compared with existing steel products, therefor widely applied for concrete bridge, tunnel, railroad and building etc. in Japan. Ceramic insert and anchor start-to-used in Korea is no longer, but the product has already been applied to various construction sites and have been recognized for excellence. But now in Korea, the ceramic insert and anchor are not yet widely use like in Japan. This paper was an introduction to the ceramic insert and anchor, and detailed explained the product excellent performance. Ceramic insert and anchor can be applied to many areas, but in this case the focus was the application of ceramic insert and anchor for railway structures. In this paper we detailed compared the ceramic products with existing steel products in their respective characteristic, and analyzed on their application in domestic and foreign.

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Wind Pressure Transients in the Tunnel inside a Station Caused by a Passing High Speed Train

  • Nahmkeon Hur;Kim, Sa-Ryang;Kim, Wook;Lee, Sangyeul
    • Journal of Mechanical Science and Technology
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    • v.18 no.9
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    • pp.1614-1622
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    • 2004
  • When a High Speed Train (HST) passes through a station with no stop, effects of wind pressure transients caused by this passing train have to be considered for the safety of passengers on the platform and for the possible structural safety problems as well. In Gwangmyeong and Daejeon stations of the Korean high speed railroad, tunnels inside stations for the passing train are proposed to reduce the noise and wind pressure transients to the passengers on the platform. In the present study, transient 3-D full Navier-Stokes solutions with moving mesh to implement train movement are obtained and compared with the results obtained by the towing tank experiment. Investigations on flow phenomena for various train speeds and design modifications are also performed.

An Analysis of Characteristics of Particulate Matter Exhausted from Diesel Locomotive Engines (디젤기관차 엔진에서 배출되는 입자의 특성분석)

  • 박덕신;김태오;김동술
    • Journal of Korean Society for Atmospheric Environment
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    • v.19 no.2
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    • pp.133-143
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    • 2003
  • Numerous evidence have been reported that fine particulate matters can play an important role in threatening human health. Recently concerns on fine particle pollution from various engines may require re-examination of particulate emission standards. The particles emitted by most diesel engines are mainly divided into their size ranges such as Dp< 50 nm and 50 nm< Dp< 1,000 nm. In this work, the number concentration and the size distribution of fine particles emitted from an exhaust manifold of a railroad diesel engine were measured under load test conditions using a scanning mobility particle sizer (SMPS). The fine particles observed were within the range of 7 to 304 nm under different load conditions with two different dilution ratios. The fine particles exhibited unique patterns showing bimodal shapes in size distribution.

A Study on the calibration of health monitoring system installed in rail infrastructures (철도구조물 상시계측시스템의 교정방안에 관한 연구)

  • 이준석;최일윤;이현석;고동춘
    • Journal of the Korean Society for Railway
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    • v.6 no.4
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    • pp.232-238
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    • 2003
  • A health monitoring system becomes a very useful tool to obtain information on long term behavior of the important railway structures such as very long span and special type bridges. It can be also used to give a warning signal to the maintenance engineer when the structure shows abnormal behavior. However, due to long term use and temperature changes, the health monitoring system needs to be calibrated periodically. In this study, calibration and gauge factor readjustment process made for the health monitoring system installed in the railroad bridges and tunnel are reviewed and a few findings are updated. Future work will be concentrated on the long-term analysis of the measurement data and on the database structures so that the assessment of the structure is possible

Analysis of Interior Noise for Incheon International Airport Railroad (인천 국제공항철도 차량의 실내소음 분석)

  • Kim, Jae-Chul;Lee, Chan-Woo
    • Proceedings of the KSR Conference
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    • 2009.05a
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    • pp.1078-1082
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    • 2009
  • Airport express line between InCheon international airport and KimPo has been started in April 2007. It has two kinds of train that are divided into commuter train and express. In this paper, we analysis the experimental results of the interior noise for both trains, as inside structure and materials of these trains are designed differently. It shows that the interior noise level of commuter train is higher about 10 dB(A) than express in open territory, and it in tunnel and viaduct increase by 7$\sim$12dB(A) compared with open territory. Also, we know that the door in the gangway is effective in protecting the rolling noise transmitted between carbodys from the outside.

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A Case Study on Construction of Long Tunnel in the Youngdong Railroad(Mt. Dongbaek - Dokye) (영동선 동백산-도계간 장대터널 시공사례)

  • 김용일;윤영훈;조상국;양종화;이내용
    • Proceedings of the KSR Conference
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    • 2002.05a
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    • pp.189-199
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    • 2002
  • 영동선 이설사업 일환으로 영동선 동백산역(강원도 태백시 연화동)과 도계역(삼척시 도계읍)간의 본 터널은 총 연장 16.4km인 장대터널로서 전북 완주 전라선 슬치터널(6.12km)보다 10km 이상 길고, 정선 고한과 태백 추전을 잇는 4.5km의 정암터널의 3배가 넘는다. 특히 이 터널은 구간의 높이 차(약 3백80m)를 극복하기 위해 Loop형태로 설계되었고, 열차의 안정성, 구난대피, 환기측면에서 단선병렬 터널로 설계되었다. 또한 불량한 선형과 노후된 터널구조물로 인한 열차 안전운행 저해요인을 해소하기 위해 천공발파공법을 굴착공법으로 채택하였다. (중략)

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Deterioration Evaluation of Railway Line Segments Using Analytic Hierarchy Process (AHP를 활용한 철도선로구간 노후도 평가)

  • Kim, Seong-Ho
    • Journal of the Korean Society for Railway
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    • v.14 no.6
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    • pp.569-574
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    • 2011
  • An effective approach to distributing budget to railway line facility improvement is to use investment priorities of railway line segments based on their deterioration. In this paper we present an evaluation method of railway line segment deterioration which can be used to distribute limited budget. Railway line facilities include rail track, railroad switch, subgrade, bridge, tunnel. These facilities and line shape can affect line segment deterioration. Deterioration evaluation method we present is a weighted sum of each component deterioration scores. The component weight can be obtained from experts using analytic hierarchy process.