• The Journal of the Convergence on Culture Technology
• /
• v.9 no.3
• /
• pp.669-676
• /
• 2023

This study analyzed the relationship between major parameters and numerical analysis results according to various excavations conducted around the urban railway, application of machine learning techniques and verified the scope of influence of the adjacent excavation on the existing urban railway box structure and the appropriateness of the safety area. This study targeted the actual negotiated adjacent excavation works and box structures around the urban railway, and the analysis was conducted on the most representative two-line box structures. The analysis confirmed that the difference in depth of urban railway, excavation depth of adjacent excavation, and depth of underground water level are important parameters, and the difference in excavation depth of adjacent excavation is the parameter that affects the behavior of underground box structures and is an important requirement for setting safety areas. In particular, the deeper the depth of the adjacent excavation work, the greater the effect on the deflection of the underground box structure, and the horizontal separation distance, one of the important requirements for determining the management grade of the existing adjacent excavation work, is relatively small.

• Proceedings of the KSR Conference
• /
• 2001.10a
• /
• pp.404-409
• /
• 2001

현대건설(주)은 중앙선 (덕소 ∼ 양수) 복선 전철공사 실시설계 입찰을 위한 일련의 조사 및 설계를 수행하였다. 본 논문은 사업 구간에 속해 있는 월문터널에 대한 설계를 수행하는 과정에서 현재 기존 노선이 운행되는 있는 단선 터널에 근접한 지역에서 공사 중에 운행되고 있는 열차의 안정성을 확보하기 위한 기초 조사를 선행하였다. 본 논문의 목적은 현재 국내에서 시행되고 있는 근접 터널 시공 문제에서 (특히, 화약 발파에 의한 터널 설계 및 시공) 문제시되고 있는 적절한 진동제어에 대한 수치가 필요 이상으로 적용되고 있다는 점에 대하여 향후, 경제적이고 도전적인 설계를 위한 제시를 하기 위함에 있다.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.26 no.5D
• /
• pp.839-848
• /
• 2006

Korea has become the 5th country to own and operate the high speed railroad in 2004. However, there were many difficulties until Koreans enjoy the first bullet train service with the average hourly speed of 300km. The high speed railroad requires elevated quality standards differently from the traditional railways. In addition to the technical difficulties, the construction project itself was an unpleasant case with huge delays and cost overruns mainly due to the lack of experiences, deficiency of owner$^{\circ}{\O}$s role, and increase of public resistances triggered by environmental concerns. This paper analyzes the reasons for delays on this mega-project. With respect to the characteristics of the whole project level, it is very complicated/linear project, whose total length is around 412 km with the composition of various sections in the route of the railway which have basically different conditions. For that reason, the analysis is performed in both macro and micro level. First, macroscopic analysis is performed to find critical subdivisions in the railway route that induces the significant delay in the opening due date. Then, microscopic analysis is followed to quantify the causes and effects of delays focused on these critical subdivisions in more detailed way. Finally, this paper provides lessons learned from this project to avoid the decisive delays in performing the similar large-scaled projects.

• Korean Journal of Construction Engineering and Management
• /
• v.22 no.6
• /
• pp.131-137
• /
• 2021

Since many resources are put into the work of changing the railway operation within limited time, it is important to have a specific work plan and safety management. For this reason, the work schedule is shared in advance, and parallel work is being carried out simultaneously by rail system, such as tracks, trolly wires, and signals. However, due to the nature of the transfer work, the work is carried out at night when the railway operation is finished, and many resources are put into the limited area of the operating line, so the risk of safety accidents and failure to change the operating line is recognized as high. Nevertheless, there is still not enough research done in korea regarding the operation line change construction. Therefore, this study is conducted a survey on the track exchange work of railroad for working people, and analyzed the results of the survey. Finally, a standard work process was suggested to reduce the risk of track exchange work.

• Proceedings of the Korean Institute of Industrial Safety Conference
• /
• 1999.06a
• /
• pp.169-174
• /
• 1999

우리나라에 철도가 도입된 역사는 개화초기인 구한말 고종 26년에 주한대리공사 이 하영이 귀국시 외국의 기차모형을 우리나라에 소개하면서 우리나라에 철도가 처음 소개되었으며, 지속적으로 철도기술의 발전을 추진한 결과 1998년 현재 철도총연장은 3,101km, 1일 열차운행횟수는 2,685대, 수송력은 여객의 경우 2,240,000명, 화물의 경우 160,000ton에 이르고 있다. 아울러 현재 기존 철도의 물동량 수송정도가 포화상태에 접어들면서 현재 활발하게 건설중에 있는 경부고속철도를 위시하여 계획단계에 있는 호남고속철도, 동서고속철도 등 철도기술은 나날이 발전을 거듭하고 있다. (중략)

• The Science & Technology
• /
• v.30 no.10 s.341
• /
• pp.43-68
• /
• 1997

경부고속철도사업에 대해 걱정하는 사람들이 많다. 애초 4조6천억원으로 예상됐던 건설비가 각종 문제점이 노출돼 공사가 지연됨으로써 2002년께 10배인 40조원으로 늘어날 전망이다. 고속철도사업의 추진과정에서 오늘의 현황을 짚어보고 그 대안을 모색해 보았다.

• Journal of the Korea Institute of Building Construction
• /
• v.7 no.4
• /
• pp.22-30
• /
• 2007

• The Journal of the Convergence on Culture Technology
• /
• v.5 no.4
• /
• pp.401-406
• /
• 2019

The three-dimensional precision numerical analysis was performed using the finite element model applied with the railway track model consisting of rails, sleepers, and track elastic springs(ballast, rail pad). As a result of analyzing the track deformation level of the existing tracks due to the excavation work adjacent to the railway facilities, it was found that the track irregularity evaluation criteria (allowed values) of both conventional and high-speed railways lines were satisfied. Based on the numerical analysis using the track model, it was analyzed that the results of the prediction of the track irregularity due to the excavation work and the level of the track deformation occurring at the actual site could be approximated as closely as possible.

• Tunnel and Underground Space
• /
• v.34 no.3
• /
• pp.185-195
• /
• 2024

The Incheon Metro Line 1 Geomdan Extension Phase 1 is the first project in South Korea where both a roadheader and TBM (Tunnel Boring Machine) are being used together. The shield TBM tunnel section is 1,057 m long, and is mostly composed of rock, including the section beneath the Airport Railroad and the Gyeongin Ara Waterway. A 7.8 m earth pressure balance shield TBM was used for tunnel excavation. The average monthly advance rate for both the North and South tracks is 239.1 m, with a maximum monthly advance rate of 334.5 m. This technical article comprehensively evaluates the productivity of the shield TBM, focusing on the TBM excavation performance. Above all, it aims to provide useful reference material for the successful execution of shield TBM tunnel construction.

• Proceedings of the KSR Conference
• /
• 2009.05a
• /
• pp.560-564
• /
• 2009

절도시설과 같은 광역지역 공사 현장에서는 다양한 요인을 갖는 공종별 위험요소가 존재하고 있으나, 현장에서 이를 효율적으로 관리할 수 있는 방안의 수립이 미흡한 실정이다. 따라서 본 연구에서는 철도 관련 실무자들을 대강으로 설문조사를 실시하여 공종별 위험 요인을 도출한다. 이를 통해 RBS(Risk Breakdown Structure)를 구축하고 제시된 RBS에 의한 위험도를 산정한 후 이를 기반으로 VR시스템과의 연동 및 위험관리 체계 구축 방법론을 제시하고 있다. 따라서 현장에서의 주요 공종별 Risk 위험도를 가상환경에서 구현이 가능하므로 위험요인에 따른 시설의 직관적 파악이 가능하다. 또한 시공자들은 나타난 시각화 정보에 의한 Risk에 대비해 효율적인 공사 관리를 이행할 수 있을 것으로 기대된다.