• 한국산학기술학회논문지
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• 제17권4호
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• pp.758-765
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• 2016

본 논문은 터널 환경 측정 시스템 개발 및 측정 I -개발 시스템 및 지하철터널 측정- [1]의 후속논문이다. 일반적인 철도터널 형태를 보이는 20.3 km 연장의 고속철도 복선터널인 금정터널에 환경측정장치를 설치하여 약 1년간 환경 측정한 결과에 대하여 논하였다. 월별 터널 내의 온도 및 상대습도에 대하여 측정한 결과를 분석하였으며, 겨울과 여름의 특정 일을 선택하여 측정결과를 분석하였다. 월별 온도의 경우, 터널 내부의 온도가 여름에는 외기의 온도와 거의 유사하였으나, 겨울에는 현저하게 높았다. 지중 온도가 연중 일정한 상황에서 여름에는 터널이 외기의 영향을 많이 받아 외기와 유사한 온도를 나타냈으나, 겨울에는 지열과 열차에서 발생하는 열 등에 의해 온도가 더 높은 것으로 보인다. 또한 측정장치의 설치 위치별 환경 특성에 대하여 분석하였다. 터널 내부에서는 외기와 바로 연결되어 있는 수직구와 사갱이 본선에 비하여 온도와 상대습도의 변화가 심하게 나타났는데, 이는 수직구와 사갱이 외기와 바로 연결되어 있어 외기의 영향을 더 많이 받기 때문이다. 이러한 분석 결과는 터널의 환기나 공기질 개선, 온열환경 개선 등의 연구에 폭넓게 사용될 수 있을 것으로 기대된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 지반공학 공동 학술발표회
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• pp.591-600
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• 2005

There are many cross tunnelling methods such as NTR, TRCM, Messer Shield, Front Jacking, and Pipe Roof Method. The advantages of adopting RPS(roof panel shield) method in crossing tunnel construction with comparing other existing cross tunnelling method are needed a little space and easy to change the direction of cutting shoe during the construction of pipe roof. The numerical analysis of RPS was performed for the application in the crossing tunnel under railroad. The earth pressure distribution and settlement were predicted when the RPS method was applied during the excavation for crossing railroad tunnel construction.

• 한국재난정보학회 논문집
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• 제14권3호
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• pp.262-270
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• 2018

연구목적: 본 연구는 국내와 국외의 도시 및 고속철도터널 유지관리 계측센서의 손망실 현황을 조사하고 분석을 실시하였다. 연구방법: 도시철도터널 유지관리 계측센서 설치 후 5년에서 6년의 손망실율은 서울 지하철5,6,7,9호선은 14.2%에서 14.8%, 영국의 Channel tunnel은 13.9%로 거의 유사하게 나타나 5년 경과연수에서는 15%로 설정하는 것이 타당한 것으로 판단된다. 연구결과: 고속철도터널 유지관리 계측센서 설치 후 3년에서 5년의 손망실율은 호남고속 철도1단계 에서 60.9%로 서울지하철5,6,7,9호선의 4배 이상 크게 나타났다. 결론: 8년에서 10년의 경부고속철도2단계에서는 66.8%로 나타나 5년에서 10년 사이에 급격하게 증가하므로 향후 10년 이상 장기간의 경과연수에 따른 계측항목별 손망실율 연구가 필요할 것으로 판단된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.1279-1286
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• 2006

It is very important to pay careful attention to construction of earthwork/tunnel transition zone for railway. The transition zone of the railway is the section which roadbed stiffness is suddenly varied. Differences in stiffness have dynamic effects and these increase the forces in the track and the extent of deformation. In this study, performance of transition zone was investigated through the field tests. The wheel loads and sleeper settlement were measured after installing field testing sections.

• 한국전산유체공학회지
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• 제17권1호
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• pp.23-28
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• 2012

The pressure transient inside the passenger cabin of high-speed train has been simulated using computational fluid dynamics(CFD) based on the axi-symmetric Navier-Stokes equation. The pressure change inside a train have been calculated using first order difference approximation based on a linear equation between the pressure change ratio inside a train and the pressure difference of inside and outside of the train. The numerical results have been assessed for the KTX train passing through a 9km long tunnel of Wonju-Kangneung line at the speed of 250km/h assuming that the train is satisfying the train specification for airtightness required by the regulation.

• 화약ㆍ발파
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• 제32권1호
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• pp.18-22
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• 2014

코레일(한국철도공사)는 "지진가속도계측기 설치 및 운영기준"을 수립하여 고속철도에 적용하고 있으며, 고속철도 운전취급세칙을 개정하여 지진 발생시 철도의 안전운행을 위한 운전취급 요령에 따라 단계별 열차운행패턴을 구축하여 운영 중이다. 본 연구는 지진가속도계가 설치된 고속철도 인접구간에서 발파작업을 위한 노천 및 터널발파 설계 사례이다.

• 설비공학논문집
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• 제20권1호
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• pp.1-10
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• 2008

A transient 3-D numerical simulation was performed to analyze the fire safety in a railway tunnel equipped with a mechanical ventilation system. The behavior of pollutants was studied for the emergency operation mode of ventilation system in case of fire in the center of the rescue station and near the escape route. Various schemes of escape route construction for connection angle($45^{\circ}$, $90^{\circ}$, 135^{\circ}$) and slope($10^{\circ}$) were evaluated for the ventilation efficiency in the fire near the escape route. From the results, it was shown that the mode of the ventilation fan operation which pressurizes the tunnel not under the fire and ventilates the smoke from the tunnel under the fire is most effective for the smoke control in the tunnel in case of the fire occurrence. It was also shown that the blowing of jet fan from the rescue tunnel to the main tunnel should be in the same direction as the flow direction in the main tunnel arising from the traffic and the buoyancy.

• 한국터널지하공간학회 논문집
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• 제5권1호
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• pp.89-100
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• 2003

영동선 동백산-도계간 철도이설공사 중 제2사갱과 본선 접속부에서 실시한 반사법 탄성파 탐사(TSP, HSP)를 통하여 터널내 불연속면에 대한 존재 유무를 확인하고 발파 및 굴진 등 시공 및 안정성 확보에 만전을 기하고자 한다.

• Geomechanics and Engineering
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• 제29권3호
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• pp.229-236
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• 2022

In this study, a model experiment and field experiment was conducted to introduce the optimal tensile force when constructing a non-open cut tunnel according to the ground conditions of sandy soil. CMR (Concrete Modular Roof) method is economical because of the high precision and excellent durability, and corrosion resistance, and the inserted parts can be used as the main structure of a tunnel. In addition the CMR method has a stable advantage in interconnection because the concrete beam is press-fitted compared to the NTR (New Tubular Roof) method, and the need for quality control can be minimized. The ground conditions were corrected by adjusting the relative density of sandy soil during the construction of non-open cut tunnels, and after introducing various tensile forces, the surface settlement according to excavation was measured, and the optimal tensile force was derived. As a result of the experiment, the amount of settlement according to the relative density was found to be minor. Furthermore, analysis of each tensile force based on loose ground conditions resulted in an average decrease of approximately 22% in maximum settlement when the force was increased by 0.8 kN per segment. Considering these results, it is indicated that more than 2.0 kN tensile force per segment is recommended for settlement of the upper ground.

• 전기학회논문지
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• 제63권7호
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• pp.1008-1012
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• 2014

Tunnel bracket is used in railway tunnel area in order to maintain insulation. Insulator performance evaluation test is proceeded refer to IEC 61109 but it is impossible to reflect all the field condition where insulator installed. Korea has clear four season in climatic condition and peninsula with lots of mountain in geomorphology condition. Tunnel bracket material which used in korea are butyl rubber, polymer and silicone. Most of them were installed without any internal climatic and geomorphology condition. According to the KORAIL operation data most of the insulator break down occurs in tunnel. So interval of inspection period is shorter then any other insulator and lots of maintenance cost incurs. Most major railway advanced country such as germany and japan maintain tunnel bracket with their own experience. For example visual inspection carried out with in one or two years and detailed inspection carried out between three to five years. This paper analyzed materials and shapes of tunnel bracket to in order to find optimized one in korea peninsula. Proposed bracket were tested under regulation and experience field data. Finally it was installed at the field and evaluated until now.