• Geomechanics and Engineering
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• 제19권4호
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• pp.315-327
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• 2019

Deep excavations for development of subway systems in metropolitan regions surrounded by adjacent buildings is an important geotechnical problem, especialy in Tabriz city, where is mostly composed of young alluvial soils and weak marly layers. This study analyzes the wall displacement and ground surface settlement due to deep excavation in the Tabriz marls using two dimensional finite element method. The excavation of the station L2-S17 was selected as a case study for the modelling. The excavation is supported by the concrete diaphragm wall and one row of steel struts. The analyses investigate the effects of wall stiffness and excavation width on the excavation-induced deformations. The geotechnical parameters were selected based on the results of field and laboratory tests. The results indicate that the wall deflection and ground surface settlement increase with increasing excavation depth and width. The change in maximum wall deflection and ground settlement with considerable increase in wall stiffness is marginal, however the lower wall stiffness produces the larger wall and ground displacements. The maximum wall deflections induced by the excavation with a width of 8.2 m are 102.3, 69.4 and 44.3 mm, respectively for flexible, medium and stiff walls. The ratio of maximum ground settlement to maximum lateral wall deflection approaches to 1 with increasing wall stiffness. It was found that the wall stiffness affects the settlement influence zone. An increase in the wall stiffness results in a decrease in the settlements, an extension in the settlement influence zones and occurrence of the maximum settlements at a larger distance from the wall. The maximum of settlement for the excavation with a width of 14.7 m occurred at 6.1, 9.1 and 24.2 m away from the wall, respectively, for flexible, medium and stiff walls.

• 대한기계학회논문집A
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• 제39권9호
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• pp.885-892
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• 2015

본 연구에서는 서울메트로 2 호선 상왕십리역에서 발생한 전동열차 충돌사고에 대하여 사고재현 시뮬레이션을 수행하고 사고 발생 시 피해를 최소화할 수 있는 개선방안을 제시한다. 사고재현을 위해 상용 충돌해석 소프트웨어인 LS-DYNA를 사용하여 1 차원 및 3 차원 시뮬레이션을 수행하였다. 1 차원 시뮬레이션을 통해 각 차량 연결기의 하중, 변위, 충격흡수 에너지 및 차량의 가속도를 분석하여 사고 시 충돌안전도를 평가하였으며, 3 차원 시뮬레이션을 통해 차량의 변형 및 타고오름 현상을 분석하였다. 또한 사고 전동차의 충돌안전도 향상을 위한 개선방안들을 제시하고, 그 중 선두차량에 고용량 완충장치를 적용하는 방안에 대하여 1 차원 시뮬레이션을 통해 충돌안전도의 개선 여부를 확인하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2003년도 추계학술대회 논문집(III)
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• pp.236-246
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• 2003

This paper is implemented a control algorithm in order to be stable and minimized to entire train traffic system at delayed case. Signal ing system is described wi th algebraic equations given for train headway, Discrete-event simulation principles are reviewed and a demonstration block signaling model using the technique is implemented. Train congestion at station entrance for short headway operation is demonstrated and the propagation of delays along a platform of trains from any imposed delay to the leading train is also shown. A rail way signaling system is by nature a distributed operation with event triggered at discrete intervals. Although the train kinematic variables of position, velocity, and acceleration are continually changing, the changes are triggered when the trains pass over section boundaries and arrive at signals and route switches. This paper deals with linear-mode1ing, stability and optimal control for the traffic on such metro line of the model is reconstructed in order to adapt the circuits. This paper propose optimal control laws wi th state feedback ensuring the stability of the modeled system for circuits. Simulation results show the benefit to be expected from an efficient traffic control. The main results are summarized as follows: 1. In this paper we develop a linear model describing the traffic for both loop lines, two state space equations have been analyzed. The first one is adapted to the situation where a complete nominal time schedule is available while second one is adapted when only the nominal time interval between trains is known, in both cases we show the unstability of the traffic when the proceeding train is delayed following properties, - They are easily implemented at law cost on existing lines. - They ensure the exponetial stability of loop system. 2. These control laws have been tested on a traffic simulation software taking into the non-linearites and the physical constraints on a metro line. By means of simulation, the efficiency of the proposed optimal control laws are shown.

• 한국대기환경학회지
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• 제29권5호
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• pp.625-633
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• 2013

This study attempted to find an alternative method for fine dust control in the pre-exiting facilities of metro-subway stations. A new double-layer design was proposed for the MVAC (mechanical ventilation and air control) system. Several filter lay-outs were combined a pre-filter with electret filter (EF), electret bundle filter (EBF), or electret pleated filter (EPF), and were then examined focusing on the collection efficiency of particulate matters and pressure drop across the filter layers. The experimental results from the lab and field tests showed the best collection efficiency with EPF, which achieved 85% for $PM_{10}$ and 55% for $PM_{2.5}$. It was also found from the long term field test that the new filter lay-out could provide quite consistent dust level particularly in underground platform regardless of external condition.

• 기술사
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• 제42권3호
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• pp.41-46
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• 2009

A new subway, line 9 linking Western and Eastern Seoul began its services for citizens between Gimpo airport and Gangnam area within 30 minutes by express transit service. Seoul Metro Line 9 Corporation plans to operate both local transit service which will stop at every station, and express transit service that will stop at several key stations including junctions. The passengers on line 9 will be able to transfer to lines 2, 3, 5, 8, Bundang and Incheon International Airport. The Line 9 is expected to disperse the demand for line 2, having the most number of subway users, and will provide passengers with less crowded travel. The new line will also help residents in southern Seoul outskirts and Gyeonggi provincial cities including Bundang vicinity, and Gangdong area commuters get better access to Gimpo and incheon Airports. The Corporation expects to transfer 560,000 passengers daily by the subway line 9. Seoul Development Institute conducted network reshuffle study for Seoul Metro system to sort out congestion problem due to its irrational line alignments and inconvenient transfer. Among several candidate plans of network reshuffling, the direct connection of line 9 with line 5 was chosen as a pilot study. The study found that direct connection of the 2 lines is essential for enhancing transit utility and reducing automobile commuters.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 춘계학술대회 논문집
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• pp.1773-1780
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• 2008

대심도 역사에서의 화재 발생시 승객의 주 대피이동로인 계단이 매우 길기 때문에 피난의 어려움이 예상된다. 이에 본 연구에서는 서울 지하철 호선별 대심도 역사 중에서 하나인 숭실대역(7호선, 47m)을 선정하여, 화재시뮬레이션을 수행하였고, 이를 통하여 열기류 및 연기의 거동을 분석하였고, 적절한 피난대책을 고찰하였다. 최근에 지하역사에서의 화재유동 시뮬레이션이 몇 몇 기관에서 수행되고 있으나, 지하의 전역사에서 화재 유동 해석은 드물게 수행되어 왔다. 특히 지하 40m가 넘는 대심도 역사에서의 유동해석은 일반 PC로는 불가능하기 때문에 이에 대한 연구가 전무하였으나, 본 연구에서는 리눅스 클러스터(Linux cluster) 장비를 이용한 병렬처리기법을 적용하여 대심도 역사에서의 화재해석을 수행하였다. 화재유동해석은 화재전용 FDS code를 이용하였으며, 난류모델은 LES 기법을 적용하였다. 화원의 규모는 10MW이고, 성장모델은 Ultrafast model를 적용하였다. 적정한 격자크기는 화원의 특성직경을 통하여 산출하였다. 본 연구에 사용된 총 격자규모는 약 10,000,000개이다. 이는 일반 PC에서는 다루기가 불가능한 격자수이므로, 병렬처리기법을 적용하여 6 cpu 리눅스 클러스터 장비로 수치해석을 수행하였다.

• 한국터널지하공간학회 논문집
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• 제17권3호
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• pp.353-362
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• 2015

도시철도 지하역사에 설치되어 운영중인 승강장 안전문(PSD)은 승객의 추락방지 등 안전사고 예방에 큰 기여를 하고 있지만, 기존 승강장 선로 배기설비의 차단으로 인해, 일부 역사에서 승강장내 환기효율 저하문제를 발생시키고 있다. 본 연구에서는 PSD가 설치된 승강장의 기존 급배기 시스템의 환기효율 개선을 위해, 승강장과 대합실로 통하는 계단부 하부공간의 무효한 공간(창고)에 국부적인 하부 배기시스템을 추가하고, 승강장 배기용 덕트를 선로부의 기존 배기시스템에 연결하여 연동함으로써 기존 시스템에 무리 없이 승강장 실내환경을 개선하고자 하였다. 즉, PSD 설치이후 승강장 내부의 전체적인 기류혼합효과와 오염된 실내공기를 효율적으로 배출하기 위한 하부배기 방식을 연구하였다. 이러한 하부배기 방식의 효과를 예측하기 위하여, 서울지하철 2호선 역사를 선정하여 급배기량을 실측하고, 이를 바탕으로 전산수치해석 연구를 수행하여 개선효과를 예측해보았다. 하부 배기시스템의 적용은 승강장 기류의 지체상태 및 환기효율 특성을 나타내는 공기연령 측면에서 약 16.5%의 개선효과가 있는 것으로 분석되었다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 춘계학술대회 논문집
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• pp.292-298
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• 2008

Seoul Metro and Seoul Metropolitan Rapid Transit Corp. have started installing screen doors at subway platforms to improve the environment of subways and prevent passengers' accidents since 2006. They are still installing screen doors at subway platforms and Metropolitan Rapid Transit Corporations in other areas are also proceeding with installment of screen doors or making preparations for it. Grounding is necessary for installing PSD systems. In case that PSD grounding is connected with existing electrical equipment grounding system, it was decided to install separate grounding for safe operation of PSD system and passenger safety. However, it's very difficult to install new grounding at the subway station compound. A way to improve this condition is that we proceed with grounding by composing grounding station by carbon grounding rod. This paper will mainly deal with how to design and construct carbon ground rod, which has been applied to PSD system grounding since 2006, including its experimental examples. In this paper, ways to secure ground resistance below 5 ohms, which is resistance necessary for PSD grounding, and to compose grounding system were also discussed. Furthermore, a ground test to check the ability to fulfill a role of PSD grounding system was conducted. As a result of applying carbon grounding module, PSD system is being operated without any problem and the installment of PSD system will be continuously expanded in the future. It's also thought that a way to integrate grounding of each functional room which has been installed at the subway station compound and to arrange equipotential grounding should be reviewed and performed promptly.

• 대한토목학회논문집
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• 제29권5D호
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• pp.597-604
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• 2009

우리나라 대중교통 시스템은 서로 다른 수단간 복합적인 상호 연계로 그 교차지점에서 승객의 이동이 많이 발생하는 환승 위치가 점점 많아지고 있다. 즉, 2개 이상의 교통수단이 한 곳에서 교차하는 환승센터의 올바른 기능은 보행자의 편리성과 안락함등으로 직결되고, 그로 인한 더 많은 대중교통 이용유발이 촉진된다. 이처럼 중요한 기능을 담당하는 역할에도 불구하고 국내에는 아직 환승보행센터의 배치기준이나 그것을 평가할 수 있는 기준을 제시하지 못하고 있다. 따라서 본 연구에서는 환승센터를 이용하는 보행자의 이용실태(환승거리 및 시간, 접근거리 및 시간, 역사 내 승객 이동경로)를 조사 분석하였다. 그 분석결과를 토대로 환승센터에서의 연계시설 배치 평가기준을 승용차 이용자 보행 편리성과 대중교통 이용자의 보행 편리성으로 나누어 평가하는 방안을 제시하였다. 환승시설에서의 배치 평가기준은 보행자의 주요 이동 경로를 설정하고, 그에 따른 도보시간을 평가기준으로 설정하였다.

• Geomechanics and Engineering
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• 제35권5호
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• pp.525-538
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• 2023

The development of a city is closely linked to the construction and operation of its subway system. However, constructing a new subway tunnel under an existing station is an extremely complex task, and the deformation characteristics and mechanical behavior of the new subway tunnel during the excavation process can greatly impact the normal operation of the existing station. Although the previous studies about the case of underpass engineering have been carried out, there is limited research on the condition of a newly-built subway tunnel that closely undercrossing an existing station with zero distance between them. Therefore, this study analyzes the deformation law and mechanical behavior characteristics of the preliminary lining of the underpass tunnel during the excavation process based on the real engineering case of Chengdu Metro Line 8. This study also makes an in-depth comparison of the influence of different excavation methods on this issue. Finally, the accuracy of numerical simulation is verified by comparing it with on-site result. The results indicate that the maximum bending moment mainly occurs at the floor slab of the preliminary lining, while that of the ceiling is small. The stress state at the ceiling position is less affected by the construction process of the pilot tunnel. Compared to the all-in-one excavation method, although the process of partial excavation method is more complicated, the deformation of preliminary lining caused by it is basically less than the upper limit value of the standard, while that of the all-in-one excavation method is beyond standard requirements.