• Magazine of korean Tunnelling and Underground Space Association
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• v.24 no.3
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• pp.48-61
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• 2022

• Journal of the Society of Disaster Information
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• v.18 no.1
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• pp.80-90
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• 2022

Purpose: The objective of this study was to improve smart monitoring and monitoring management technology in long tunnels by investigating and analyzing the normal operation rates of monitoring hardware in the long tunnels of high-speed and urban railways. Method: This study evaluated, analyzed, and compared the normal operation rate of 6-8 types of monitoring hardware for each long tunnel, targeting three high-speed railway lines with a long tunnel (i.e., Suseo-Pyeongtaek Line, Gyeongbu Line, and Honam Line) and two urban railway groups with a long tunnel (i.e., Seoul Metro Lines 5, 6, and 7, and 9). Result: The rank of the normal operation rate of monitoring hardware was in the order of Suseo-Pyeongtaek High-Speed Railway (92.1%), Seoul Metro Lines 5, 6, and 7 (85.8%), Seoul Metro Line 9 (85.2%), Gyeongbu High-speed Railway (80.5%), and Honam High-speed Railway (46.7%). Conclusion: The mean normal operation rate of the monitoring hardware in the three high-speed railway long tunnels was 83.4%, and that of the two urban railway long tunnels was 85.5%, indicating that the deviation between them was small. The mean normal operation rate of the monitoring hardware in the long tunnels of the five high-speed and urban railway lines was 84.2%.

• Journal of the Korean Society for Railway
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• v.17 no.6
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• pp.457-465
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• 2014

This study proposes a policy for urban railway travel demand management system in order to decrease the load factor of the Seoul metro Circle line, particularly for the segment between Sadang and Samsung stations, through analyzing the transit smart card data. We propose mixed train operations of the existing Circle line and a line that goes toward Samsung station in order to transport passengers that have two distinct groups: those with the destination of Samsung station and those with destinations after Samsung station. The introduction of a mixed train operation that encourages passengers passing through Samsung station to take a Circle line train will decrease the congested load factor by 11.3% during the morning peak hours using the mixed train operation of the Circle and Samsung lines. This policy could be an effective method to decrease the load factor and improve the comfort of rail passengers without extra investment in the railway facilities.

• The Journal of the Korea Contents Association
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• v.19 no.2
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• pp.349-367
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• 2019

This paper empirically analyzed the factors of operational efficiency after the quasi-public bus operating system in Busan Metropolitan City. DEA analysis result, for CRS the annual efficiency in 2010 of bus routes that can be transferred to subway lines 1 was the highest. The annual efficiency of bus routes that can be transferred to subway lines 2 shows the largest annual average of 0.923 in 2016 under the CRS average gradually improved over the year. Annual efficiency of subway lines No. 3 and transferable bus routes gradually improved from 2009 to 2015, but declined again in 2016. Among 536 routes for four years on 134 routes per year, 205 routes were found to be inefficient. In order to increase efficiency of the 205 routes, it is suggested that the number of routes should be reduced. In addition, the analysis results on DEA using the Tobit calibration, the most significant factors affecting the operational efficiency index were the time taken, followed by the number of passengers and the number of passengers transferred.

• Proceedings of the KSR Conference
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• 2010.06a
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• pp.1982-1990
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• 2010

Excepting tunnel of dorimstream - ccachimountain station section, the subway line No.2th section was build using ASSM and NATM methods because of soil pressure and land condition. The way of dealing underground water was selected without sufficient preconsideration of geographical features, ground condition, influence of lowing underground water, and long-term cost of running maintenance so that the form of undrained tunnel was build having decreased construction characteristics and technically improper elements. The form of partial drainage is very difficult to manage structures of tunnel, because water leakage, water pressure causing cracks of lining concretes and scaling are constantly happened. so partial drainage suggest that setting reinforced Anchor Bolt to prevent buoyancy and should increase center drainage way up to height of railroad. Partial drainage suggest that holey pipe(${\phi}$350mm) manhole, drainage checking pipe manhole are should be regularly dredged, when changing roadbed(gravel${\rightarrow}$concrete) drainage checking pipe manhole should be build and setting a limitation of entering underground water's quantities. Beside drainage degree in changed section of structures causing instability of structures is continuous degree. so if efficient drainage way and the patterns of flaws, problems are considered in survey, it will be expected to have a advantage condition in maintenance part.

• 한국도로학회지:도로
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• v.16 no.3
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• pp.54-63
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• 2014

최근 터널에서 균열, 누수 등과 같은 현상이 많이 발생하고 있어 터널의 안정성 및 균열보수, 미관, 고객의 공용 중 심리적 불안감을 조성한다는 것을 쉽게 찾을 수 있다. 고속국도 제30호선 상주~안동간은 16개소/12km의 터널이 설계되어 있어 터널의 비중이 크다. 그러므로 본 연구에서는 터널 라이닝 균열발생 원인분석 및 기존사례 조사를 통하여 균열발생 최소화 방안을 검토 및 터널 라이닝의 유해한 균열방지를 위하여 공사관계자(발주처, 감리사, 시공사, 하도급사 등) 의견수렴을 통한 여러 가지 대책공법을 제안하였으며 제안공법의 효율성을 판단하기 위해 고속국도 제30호선 상주~안동간 제 8공구의 단촌 2터널, 단촌 3터널에 시험시공을 실시하여 각 공법별 균열율 및 시공성, 경제성을 고려하여 결과를 분석하고 최적의 공법을 파악, 전파하는데 그 목적이 있다.

• 월간 기계설비
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• no.7 s.204
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• pp.51-56
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• 2007

1947년‘남광토건사’로 창립, 올해 60주년을 맞이한 남광토건(주)은 한국전쟁으로 피폐된 국토재건에 나서며 토목분야에 빠른 성장을 거듭했다. 국내에서는 축적된 기술력과 시공경험을 바탕으로 국내 최초 한강하저터널인 지하철 5호선 공사를 비롯, 서울지하철 2~8호선 공사를 성공리에 마쳤다. 또한 필리핀과 중동, 아프리카 등 해외 건설분야에 진출해 특히 앙골라에서만 총 55,200만 달러를 수주하는 등 괄목할 만한 성과를 나타내고 있다. 남광토건(주)은「설계가 다른 아파트」를 컨셉으로 건축미학과 편리함을 갖춘 자연친화적 아파트브랜드‘하우 스토리’를 개발, 주택사업 비중을 높이고 있으며 올해 1조3,800억원 수주와 매출 6,500억원, 경상이익 300억원 을 목표로 하고 있다. 남광토건(주)은 효율성을 극대화 하고 개개인의 역량을 최대한 끌어내 시너지효과를 창출 할 수 있도록 정비할 예정이며 투명·윤리경영으로 종합건설업계 30위권 진입을 위해 오늘도 정진하고 있다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.15 no.1
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• pp.25-31
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• 2013

In this study, the total loss and damage ratio of maintenance monitoring which is installed and operated in the domestic and foreign tunnel structure is researched and analyzed for estimating the loss and damage ratio of maintenance monitoring sensor of subway tunnel. The total loss and damage ratio at the elapsed time of 5-6 years after installation is 14.2% in the Seoul metro line no.5,6 and 7, 14.8% in the section 1 of the Seoul metro line no.9, 13.9% in the Channel tunnel of England and all of them are close to 15%. Therefore, it is reasonable to reflect that the total loss and damage ratio of maintenance monitoring sensor of subway tunnel is estimated provisionally 15% on design, and hence the study of the loss and damage ratio with the number of elapsed years in long-term by the measurement category will be needed.

• The Journal of the Convergence on Culture Technology
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• v.5 no.4
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• pp.439-444
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• 2019

In this paper, the seismic performance evaluation of the subway lines 1~4 conducted from April 2010 to October 2013 for the existing structures that were not seismically designed based on the seismic design criteria of urban railways was studied. The detailed design of seismic reinforcement for the facilities requiring seismic reinforcement was summarized through the detailed design of the seismic reinforcement construction conducted from March to December 2018. As a result of the evaluation, 53.2km (total project cost of 322 billion won) of 141.5km of Lines 1~4 were considered to require seismic reinforcement, and finally, the company aims to secure a 100% earthquake-proof rate to withstand earthquake-scale 6.5 by 2020. This paper can be used as basic research data to evaluate and reinforce seismic performance of urban railways in the future.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2010.10a
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• pp.360-361
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• 2010