• 제목/요약/키워드: Service tunnel

검색결과 143건 처리시간 0.033초

Prediction model of service life for tunnel structures in carbonation environments by genetic programming

  • Gao, Wei;Chen, Dongliang
    • Geomechanics and Engineering
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    • 제18권4호
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    • pp.373-389
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    • 2019
  • It is important to study the problem of durability for tunnel structures. As a main influence on the durability of tunnel structures, carbonation-induced corrosion is studied. For the complicated environment of tunnel structures, based on the data samples from real engineering examples, the intelligent method (genetic programming) is used to construct the service life prediction model of tunnel structures. Based on the model, the prediction of service life for tunnel structures in carbonation environments is studied. Using the data samples from some tunnel engineering examples in China under carbonation environment, the proposed method is verified. In addition, the performance of the proposed prediction model is compared with that of the artificial neural network method. Finally, the effect of two main controlling parameters, the population size and sample size, on the performance of the prediction model by genetic programming is analyzed in detail.

국내 최장대 양방향 도로터널 설계사례-배후령터널 (Case Study of the Longest Roadway Tunnel in Korea, Baehuryeong Tunnel)

  • 이선복;제해찬
    • 터널과지하공간
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    • 제15권6호
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    • pp.432-440
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    • 2005
  • 배후령 터널은 강원도 춘천과 화천을 연결하는 길이 5,057 m의 2차선 양방향 단선 터널로 장래 4차선으로 확장 될 계획이다. 본 터널은 55개월의 공기로 현재 시공 중이며 완공 후 국내 최장대 양방향 도로터널이 될 것이다. 양방향 단선터널은 복선터널에 비해 환기 및 화재 대처에 대한 단점을 가지고 있다. 이러한 이유로 배후령 터널에는 국내 최초로 연장 5,173 m, 직경 5 m의 서비스터널을 계획하였으며, 횡류식 환기방식을 적용하였다. 이 환기 시스템은 화재 시 제연효과로 대피자의 안전을 확보할 수 있다. 배후령 터널 구간은 편마암과 화강암을 기반암으로 하며, 터널 방향을 따라 큰 규모의 배후령 단층이 발달 되어있다. 이 단층의 영향 범위는 각종 조사 및 시험결과 약 70 m로 분석되어, 안전을 고려 터널 노선은 단층에서 100 m이상 이격하여 선정되었다.

Real-time condition assessment of railway tunnel deformation using an FBG-based monitoring system

  • Zhou, Lu;Zhang, Chao;Ni, Yi-Qing;Wang, Chung-Yue
    • Smart Structures and Systems
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    • 제21권5호
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    • pp.537-548
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    • 2018
  • A tunnel deformation monitoring system is developed with the use of fiber Bragg grating (FBG) sensing technique, aiming at providing continuous monitoring of railway tunnel deformation in the long term, and early warning for the rail service maintainers and authorities to avoid catastrophic consequences when significant deformation occurs. Specifically, a set of FBG bending gauges with the ability of angle measurement and temperature compensation is designed and manufactured for the purpose of online monitoring of tunnel deformation. An overall profile of lateral tunnel displacement along the longitudinal direction can be obtained by implementing an array of the FBG bending gauges interconnected by rigid rods, in conjunction with a proper algorithm. The devised system is verified in laboratory experiments with a test setup enabling to imitate various patterns of tunnel deformation before the implementation of this system in an in-service high-speed railway (HSR) tunnel.

다중터널의 통합환기제어 알고리즘 연구 (A Study on the Integrated Ventilation Control Algorithm for Road Tunnels)

  • 김태형;홍대희;주백석;김동남;금재성;김진
    • 대한설비공학회:학술대회논문집
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    • 대한설비공학회 2008년도 동계학술발표대회 논문집
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    • pp.405-409
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    • 2008
  • Over 70% of the land is mountains in Korea, so that many roadways naturally includes tunnels. The air flow inside tunnel has complex characteristics, such that a new flow field is formed by following vehicles passing through the tunnel before previous flow field is stabilized. Due to these time delayed-transient characteristics, the ventilation facility requires the complex control algorithm that can handle adaptive and predictive controls. Also, it needs to be closely related to the disaster prevention system. The technology to integrate these system determines the success of TGMS. The pollutant levels exhausted from the vehicles passing through tunnel depend on vehicle years and passing velocity. They also depend on the slope and altitude of the tunnel. In order to solve this problem, an algorithm for estimating the compensating factors for calculating on design capacity of ventilation facilities was developed. Also, an integrated ventilation control algorithm with disaster prevention program to operate several tunnels was developed based on TGMS.

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안전성 향상을 위한 도로터널 등급에 관한 연구 (A Study of Classification of Road Tunnel for Fire Safety)

  • 유지오;이동호;신현준
    • 한국안전학회지
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    • 제20권3호
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    • pp.112-119
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    • 2005
  • In road tunnel, in order to prevents an accident and minimize the damage of an accident in the case of fire, safety facilities and equipments are integral parts. The type and amount of safety facilities are based on tunnel type and length, traffic flow rate, etc. Therefore many countries use a tunnel classification system that categories tunnel into groups, and specifies the necessary emergency equipment for each group. In this study, for the purpose of classifying tunnel based on tunnel ist investigated the domestic and foreign standards and regulations for safety of road tunnel. As a results, we suggest the method of classification of tunnel by traffic performance, tunnel grade, the volume of traffic, fraction of HGV, rules or regulations for transports of dangerous good through tunnel.

발파시 터널 숏크리트의 최대입자속도와 부착상태평가 분석 (Analysis of the peak particle velocity and the bonding state of shotcrete induced by the tunnel blasting)

  • 홍의준;장석부;송기일;조계춘
    • 한국터널지하공간학회 논문집
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    • 제12권3호
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    • pp.247-255
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    • 2010
  • 숏크리트의 부착강도는 천정부의 낙반방지와 발파진동에 의한 숏크리트 탈락방지에 중요한 역할을 하는 요소이다. 따라서, 숏크리트의 부착상태평가는 품질관리의 주요 요소가 될 수 있다. 본 연구는 터널 내 발파에 의하여 숏크리트에 미치는 최대 입자속도를 예측하고, 발파 진동에 의한 숏크리트의 부착상태를 평가하기 위하여 수행되었다. 이를 위하여 현재 시공중인 터널현장에서 피난연락갱의 발파시 본선부 및 서비스 터널의 발파진동을 측정하였으며 충격반향시험을 수행하여 숏크리트-암반의 부착상태를 평가하였다. 충격반향시험 신호분석을 위하여 시간-주파수 영역 해석 기법을 도입하였으며 평가결과, 국내에서 일반적으로 시행되는 발파조건에서는 숏크리트와 암반의 부착력 손실(들뜸 현상)은 거의 발견되지 않았으며, 숏크리트 부착력 손상 가능성은 낮은 것으로 판단되었다.

터널 스캐너를 이용한 터널 유지관리시스템 개발에 관한 연구 (A Study for Tunnel Management System Development Using a Tunnel Scanner)

  • 윤태국;이송
    • 한국구조물진단유지관리공학회 논문집
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    • 제12권3호
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    • pp.183-190
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    • 2008
  • 국가 중요시설물인 터널에 대한 유지관리업무는 관리주체별, 용도별, 터널 규모별로 각각 상이하게 수행되고 있다. 현재 각 관리주체별로 운영중인 국내 터널유지관리시스템을 분석해보면 수기 또는 초보적인 전산화만이 되어 활용도가 매우 저조한 것이 현 상태이다. 이에 본 연구에서는 터널의 계획, 설계, 시공 단계의 관련자료 뿐 아니라 보수 보강 이력 자료 등의 유지관리단계에서 조사된 여러 현장조사와 터널 스캐너에 의한 결과를 통합한 새로운 터널유지관리시스템을 구축하여 국내 여러 터널 현장에 적용한 후, 이의 적용성을 분석하였고, 터널 유지관리방법의 개선안을 제안하였다.

Measuring the Effectiveness of an Ecosystem Service to Regulate Air Quality in Wetland, South Korea

  • Kim, Jung In;Lee, Kyungeun;Yeo, Inae;Choi, Tae-Young;Lee, Beom Hee;Jung, Pil Mo;Joo, Wooyeong
    • Proceedings of the National Institute of Ecology of the Republic of Korea
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    • 제2권1호
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    • pp.62-69
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    • 2021
  • This study aimed to verify the suitability of an air quality regulating service for wetland ecosystem service evaluation by investigating the effect of reducing particulate matter (PM) on vegetation in wetlands. We installed tunnel-type experimental plots at Yonghwasil Pond in the National Institute of Ecology and set up the input and output of PM by applying the natural vegetation of the relevant wetlands. We took measurements by replicating four different conditions four times each. The air quality regulating service in each experimental plot was measured based on PM10 concentration; further, the difference between the input and the output concentration of PM passing through the Phragmites australis community tunnel was measured using a light scattering method. For the Phragmites australis community in the outdoor conditions and bare land, the PM concentration was measured with the same specifications as tunnel-type experimental plots without setting up the input and output. For the tunnel-type experimental plots, PM10 concentration was significantly lower in the output than in the input. Furthermore, in the outdoor conditions, a comparison between the Phragmites australis community and bare land showed that the concentration was relatively low in the former than in the latter. This confirmed the PM reducing effect due to the blockage and absorption of PM depending on the growth of Phragmites australis. Based on the results of this study, we assessed the air quality regulating service in wetlands as an evaluation indicator.

무선센서 네트워크에 의한 통신구 모니터링 시스템 개발 (Cable tunnel monitoring system by wireless sensor network)

  • 김형우
    • 한국정보통신설비학회:학술대회논문집
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    • 한국정보통신설비학회 2007년도 학술대회
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    • pp.176-180
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    • 2007
  • In this study, we deployed the cable tunnel inspection and monitoring system by wireless sensor network. It is shown that the wireless sensor network which is composed of sensor, wireless communication module, and gateway can be applied to cable tunnel monitoring system. Sensors considered herein are flame detection sensor, flood detection sensor, intruder detection sensor, and temperature sensor, etc. It is also found that the wireless sensor network can deliver sensing data reliably by wireless sensing technology. The gateway system that can transmit sensed data to server by CDMA is developed. Monitoring system is constructed by web service technology, and it is observed that this system can monitor the present state of tunnel without difficulties. The system provides an alternative to inspect and monitor the tunnel efficiently where the conventional wired system is infeasible.

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무선센서 네트워크에 의한 지하 통신구 터널 모니터링 연구 (Cable Tunnel Monitoring System by Wireless Sensor Network)

  • 김형우;문태균
    • 한국방재학회:학술대회논문집
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    • 한국방재학회 2008년도 정기총회 및 학술발표대회
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    • pp.549-552
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    • 2008
  • In this study, we deployed the cable tunnel inspection and monitoring system by wireless sensor network. It is shown that the wireless sensor network which is composed of sensor, wireless communication module, and gateway can be applied to cable tunnel monitoring system. Sensors considered herein are flame detection sensor, flood detection sensor, intruder detection sensor, and temperature sensor, etc. It is also found that the wireless sensor network can deliver sensing data reliably by wireless sensing technology. The gateway system that can transmit sensed data to server by CDMA is developed. Monitoring system is constructed by web service technology, and it is observed that this system can monitor the present state of tunnel without difficulties. The system provides an alternative to inspecting and monitoring the tunnel efficiently where the conventional wired system is infeasible.

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