• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2002년도 총회 및 춘계학술발표회
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• pp.167-172
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• 2002

Seoul subway system has been constructed to solve traffic difficulties of Seoul metropolitan, and now is the major public transportation. However, the more line has added in the system the deeper the bottom of the tunnel base. And a huge amount of groundwater along the line has seeping into the tunnel. Several subway stations has pumping system to extract the groundwater to the outside and consequently, groundwater table along the line has declined gradually. Groundwater table has dropped about 40 meters at some areas, There was some study for the proper usage of the abstracted groundwater and the project to use the groundwater has launched already by the local government. However. more serious problem is expected on quality degradation of soil and groundwater as the decline of groundwater table along the subway line. This study suggests that the detailed groundwater environmental study should be made as soon as possible for this. If there is any pollution leaking at the surface area of the groundwater depression, the pollution will be seep into the subway tunnel in some day even though the time will be different with the soil material and hydraulic characteristics of the aquifer. And the polluted area of the soil and groundwater would be enlarged along the pathway The study on possibility of the soil subsidence and reducing surface water flow in small creek were also needed. This study suggest one of the counter measurement that restoring the declined groundwater table after groundwater environmental study

• Asian Journal of Atmospheric Environment
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• 제7권1호
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• pp.38-47
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• 2013

$PM_{10}$ concentrations were measured at four monitoring sites at the Daechaung station of the Seoul subway. The four locations included two tunnels, a platform, and a waiting room. The outside site of the subway was also monitored for comparison purposes. In addition, the effect of the platform screen doors (PSDs) recently installed to isolate the $PM_{10}$ in a platform from a tunnel were evaluated, and a comparison between $PM_{10}$ levels during rush and non-rush hours was performed. It was observed that $PM_{10}$ levels in the tunnels were generally higher than those in the other locations. This might be associated with the generation of $PM_{10}$ within the tunnel due to the train braking and wear of the subway lines with the motion of the trains, which promotes the mixing and suspension of particulate matter. During this tunnel study, it was observed that the particle size of $PM_{10}$ ranged from 1.8 to 5.6 ${\mu}m$. It was revealed that the $PM_{10}$ levels in the tunnels were significantly increased by the PSDs, while those in the platform and waiting room decreased. As a result, in order to estimate the effect of ventilation system on $PM_{10}$ levels in the tunnels, fans with inverters were operated. It was found that the concentration of $PM_{10}$ was below 150 ${\mu}g/m^3$ when the air flow rate into a tunnel was approximately 210,000-216,000 CMH.

• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2008년도 춘계학술대회논문집
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• pp.138-141
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• 2008

The screen doors installed in the station of subway are subject to the train-wind pressure caused by the operation of trains. The train-wind pressure has to be correctly estimated for the design of safe structure of screen doors. As three-dimensional numerical flow analysis technology has been significantly developed, the analysis on the train-wind pressure with diverse variables such as train specifications, train speed, tunnel and station configurations, and blockage ratio can be effectively carried out with three-dimensional numerical method. In this study, computational analysis of train-induced wind in a subway tunnel employing the screen doors are carried out by using the three-dimensional numerical method with the model of the moving boundary for the run of trains. While the numerical analysis of train-wind pressure was applied on the one island-type station in the Seoul Subway Line 2, maximum pressure of 494 Pa was estimated on the screen door when two trains pass each other at the speed of 80km/h in the platform.

• 대한교통학회지
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• 제28권6호
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• pp.121-131
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• 2010

지하역사 승강장과 대합실의 미세먼지를 효율적으로 감소시키기 위해서 미세먼지 발생원(source)을 찾는 연구를 수행하고 있다. 지하역사 미세먼지의 주요 발생원은 본선터널 미세먼지이며, 상 하선 양방향 열차운행 빈도에 비례하여 발생하였다. 열차가 한 번 운행할 때마다 발생되는 미세먼지의 양은 시간에 관계없이 일정하였다. 본선터널에 발생되는 미세먼지의 양을 열차가 한 번 통과할 때마다 새롭게 발생되는 양과 열차풍에 의해 인접 역으로부터 이동되어 오는 양의 합으로 가정하고, 이를 기반으로 미세먼지 집중 발생구간 추정방법을 개발하여 서울지하철 7호선 남단 청담역부터 장승배기역까지 12개 역 구간에 적용하였다.

• 한국터널지하공간학회 논문집
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• 제7권2호
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• pp.153-163
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• 2005

본 논문에서는 타이 방콕의 지하철 터널현장과 홍수방지용 터널현장에 대한 사례연구를 수행하였다. 첫 번째 사례연구는 복식터널인 방콕 MRT 지하철 현장으로써 터널연장이 대략 20 km이고 18개의 정거장으로 구성되어져 있다. 터널은 지표면으로부터 15~20m 깊이에 위치하는 첫 번째 단단한 실트성 점토층에 위치한다. 현장계측으로부터 얻어진 굴착에 의한 지반의 변위거동이 제시되었다. 평면변형율 유한요소해석을 통하여 역해석을 수행하였으며, 이로부터 나온 결과는 현장에서 계측된 결과와 일치하였다. 유한요소해석으로부터 산정된 전단변형율은 0.1~1.0%의 범위내에 존재하였으며, 자동보링 프래셔미터 시험으로부터 나온 결과와 비슷하였다. 한편, 두 번째 사례연구는 지하 장애물 밑으로 관통하는 EPB타입의 터널공사 현장과 관련이 있다. Premprachakorn 홍수방지용 터널은 장마시기에 홍수를 Choapraya강으로 전환하기 위한 지름길의 터널이다. 터널은 대략 지하 20~24m에 위치한 매우 단단한 실트성 점토층에 EPB타입 쉴드터널공법에 의하여 건설되었다. 터널이 이미 존재하고 있는 방콕의 주된 용수터널과 다리의 기초 아래에서 시공되는 동안에 현장계측이 수행되었으며, 이 계측결과를 유한요소해석으로부터 산정된 결과와 비교하였다. 또한 손상평가를 예측하기 위한 수단으로 방지 리스크 포텐셜 방법을 제시하고 논의하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 지반공학 공동 학술발표회
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• pp.140-153
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• 2005

During the tunnel construction the major failure mode can be categorized as: tunnel failure just after the tunnel excavation without support, failure after application of shotcrete and finally failure after setting the concrete lining. The failure mode just after the tunnel excavation without support, can be further classified as : bench failure, crown failure, face failure, full face failure, failure due to weak strata and failure due to overburden. Moreover the failure after application of shotcrete is classified as heading face failure, settlement of shotcrete support, local failure of shotcrete lining and invert shotcrete. To find out the major causes of tunnel collapse, the investigation was done in case of the second phase of Seoul subway construction. The investigation results depicted that the major causes of tunnel collapse were due to the weak layer of rock/fault and sudden influx of ground water from the tunnel crown. While the investigation results of the mountain road tunnels construction have shown that the major causes of tunnel failure were inadequate analysis of tunnel face mapping results, intersection of faults and limestone cavities. In this paper some recent measurement in order to mitigate such tunnel collapse are presented

• 한국철도학회논문집
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• 제15권4호
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• pp.364-369
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• 2012

지하철 무선영상전송을 위한 전용주파수로 분배된 18GHz 대역에 대하여, 지하철 터널구간에서 무선영상전송용 무선장치를 이용하여 전파경로손실특성을 측정하고 전파도달범위를 분석하였다. 측정결과, 터널 내에서 거리에 따른 경로손실지수는 2.0~2.6으로서 일반적인 실외 무선환경에서보다 전송손실이 작았으며, 일반 도로 터널보다는 전송손실이 큰 것으로 나타났다. 터널 구조면에서 보면 직사각형 터널보다 아치형 터널에서 전송손실이 작았으며, 복선터널보다 단선터널에서 전송손실이 작은 것으로 나타났다. 직선구간에서의 안정적인 전파도달범위는 520m로 분석되었다. 곡선구간에서는 경로손실지수가 5.0 이상까지 측정되어 경로손실이 크게 나타났으며, 가시거리통신이 확보되지 않을 경우 일반적인 실외무선환경보다 경로손실이 크다는 것을 확인하였다. 곡선구간에서의 안정적인 전파도달범위는 300m로 분석되었다. 이상과 같은 지하철 터널구간에서의 수신신호강도 측정결과는 18GHz 무선 지상국 설치 간격 최적화 및 지하철 전파환경에 최적화된 핸드오버알고리즘 구현 등 무선영상전송시스템 설계에 활용할 수 있다.

• 한국철도학회논문집
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• 제17권6호
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• pp.410-414
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• 2014

본 연구에서는 도심지 지하철 터널의 콘크리트 라이닝에 계측센서를 설치하여 터널 내부의 온도변화에 따른 콘크리트 라이닝의 거동을 분석하였다. 계측결과, 터널 내부의 온도변화에 따라 콘크리트 라이닝의 응력과 내공변위, 균열이 변화하는 것을 알 수 있었다. 특히 균열의 경우, 온도변화에 따라 수축과 팽창이 이루어지고 있으나 균열의 크기와 상태에 따라 변화의 폭이 다른 것으로 나타났다. 또한 온도변화에 따른 콘크리트 라이닝의 수치해석을 통하여 터널 내부 온도변화에 따른 콘크리트 라이닝 응력과 내공변위의 보정식을 제안하였다. 본 연구 결과는 도심지 지하철 터널 내부의 온도변화에 따른 거동 파악 및 온도변화를 고려한 터널의 유지관리에 크게 활용될 것이다.

• 터널과지하공간
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• 제7권4호
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• pp.299-309
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• 1997

Soil and rock improvement and reinforcement techniques are applied to achieve safe tunnel excavation in difficult geological conditions. The Umbrella Arch Method(UAM), one of the auxiliary techniques, is used to reduce ground permeability and improve stabtility of the tunnel by inserting a series of steel pipes into ground around the crown inclined to the longitudinal axis of the tunnel. Additionally, multi-step grouting is added through the steel pipes. UAM combines the advantages of a modern forepoling system with the grouting injection method. This technique has been applied in subway, road and utility tunneling sites for the last few years in Korea. This paper presents the results of analysis of the case studies on ground movements associated with UAM used in the Seoul Subway line 5 constructon site. Improvement of tunnel stability and decrease of ground settlement expected with pipe insertion are also discussed. Finally, the method to minimize ground settlements caused by NATM tunnelling are suggested.

• 한국대기환경학회지
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• 제31권2호
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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.