• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.15 no.1
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• pp.75-80
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• 1997

In other to construct a subway, we have to consider the position of the subway and acquisition of a topography, profile-map, cross-map, underground facilities map. All information of underground is demanded accurate location in other to prevent of accident of underground in subway construction. We must think about water lines, sewer lines, electronic lines, telephone lines, all urban gas-line because these are needed construction the subway. And attributes of underground facilities recorded on topography are characteristics. length, width. number, position, and depth of the lines. We have to record these attributes because these are very important to design map on subway construction. If we develop GIS (Geographic Information System) to use the exact in-formation of the underground facilities, we can be management safely and prevent very dangerous accident as fast as possible. In this study, attribute informations are linked geographic informations about underground facilities and we can develop Underground Facilities Management System(UFMS) to analysis dangerous region through dangerous degreed and predict accident range with these informations.

• 전기의세계
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• v.23 no.3
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• pp.21-25
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• 1974

본고에서는 다음의 내용을 다루었다. 1. 지하철의 건설목적 2. 구조물의 개요 3. 궤도 4. 송전 및 변압설비개요 5. 전력지령도 6. 전차선로 7. 신호보안설비 8. 통신설비

• Magazine of the Korea Concrete Institute
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• v.14 no.2
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• pp.70-76
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• 2002

지하철, 고속철도, 신공항, 공동구, 지하보도, 지하차도, 하수도, 도로 및 철도 등 의 지하구조에는 일반적으로 박스형태의 콘크리트 구조물이 건설되고 있다. 1990년 대 중반 이후 시공 및 사용중인 지하 박스 콘크리트 구조물의 균열 및 누수 등의 문제점이 사회적인 문제로 부각되기 시작하였다. 이러한 지하 박스 콘크리트 구조물에 발생할 수 있는 문제점은 크게 결함(defect), 손상(damage), 열화(deterioration)의 3가지로 구분될 수 있으며, 이들 원인은 구조물에 균열(cracking), 누수(leakage), 처짐(deflection), 부동침하(settlement) 재료분리(segregation) , 박리(delamination), 부식(corrosion), 박락(spalling)등의 현상으로 나타난다.(중략)

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2003.05a
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• pp.141-146
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• 2003

지하공간에서의 화재는 반밀폐 공간이라는 특수성으로 일단 화재가 발생할 경우 대구지하철화재 참사와 유사한 대형참사로 발전된 가능성은 상존한다 지금까지의 방재계획은 화재발생 가능 범위 내를 기준으로 실시되어 왔으나, 테러와 같은 비정상적 화재발생에도 대처가능한 선까지 그 범위를 넓히고 있는 세계적 추세이다. 또한, 지하철은 다른 구조물과 비교하여 화재발생시 화재진압 및 인명구조에 본질적으로 취약한 구조적 특성을 내포하고 있다.(중략)

• Journal of the Korean Geotechnical Society
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• v.37 no.9
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• pp.37-50
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• 2021

Recently, due to the expansion of urban infrastructure using underground spaces in urban areas, many adjacent constructions and excavations have been made carried out between existing facilities, and complaints related to the stability of existing facilities due to close construction have become significant issues. In this study, it was closely reviewed for the existing metro tunnel structure in the new Dongbuk urban metro railway to determine the behavioral characteristics of tunnel structure according to adjacent tunnel construction. Also, it was analysed the evaluation of the safety zone and excavation method for metro tunnel structure. And after a detailed damage assessment, track irregularities and structural calculation by using a numerical analysis, stability of the metro tunnel structure according to nearby tunnel excavation was evaluated to be secured for safety. This study is expected to be applied as practical reference to review the evaluation of safety effects of existing tunnel structure and buildings according to adjacent construction in complex deep urban tunnelling.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.91-94
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• 2011

시설물 전생애주기에 걸쳐 정보가 공유되고 피드백 될 수 있는 BIM(Building Information Modeling) 기술의 등장은 유지보수 관리자들에게 가장 필요한 유지관리점검 도구의 의미를 지님과 동시에, 정보모델을 기반으로 주요 기술영역 및 사업주체간 원활한 의사소통이 가능해지도록 한다. 효율적인 지하철 터널의 유지관리를 위해서는 체계적으로 조직된 데이터가 필수적이다. 설계, 시공, 유지관리 단계별로 효과적인 협업을 위한 유기적인 단일 모델이 요구된다. BIM기반의 지하철 터널 구조물의 유지관리를 위해 건설정보분류체계 및 이를 보안한 유지관리점검 표준분류체계를 적용한 정보모델을 개발하였다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.15 no.4
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• pp.107-115
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• 2011

In this study, the vibration analysis of the underground box structures induced train movement is studied. In order to perform these analysis, dynamic data, which was measured when subway is in service, are gained by attaching accelerometers on the structure such as lower beam, lateral wall and upper slab. Also, accelerometers are attached on the lower beams and side walls of the gravel ballast and concrete ballast sections in order to compare vibration due to ballast materials. The vibration results of upper slabs and lower beams reveal that the vibration on the upper slabs is greater than the lower beams. Also, the results of the crack gauge on the upper slab show that crack width dose not change due to vibration, These means that the effect of the vibration on the structure is very limited. In order to evaluate the vibration of the structure, acceleration unit is converted to velocity unit comparing with the existing velocity data gained from the platforms.

• Journal of the Korean GEO-environmental Society
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• v.12 no.9
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• pp.5-11
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• 2011

Recently, large and deep excavations are increasing. The damage of adjacent structures due to excavation has steadily increased with increasing construction demand. Especially in urban development and poor conditions, the excavation adjacent to the subway structures has caused a lot of problems. This paper was reviewed that the underground excavation and reinforcement of the status process through a case study on the field. And stability analysis through the case study evaluates applicability for reasonable reinforcement method by numerical analysis. As a result, the strata distribution condition of all 16 sites consisted of landfill from the top and distributed in the order of deposits, weathered soils, weak rock from the bottom. Also, when proceeding the excavation adjacent to structures, the location of site and layer conditions have highly effect on the results of the construction. Therefore, this study was applied reinforcement method to protect damage by excavation. Displacement and settlement were within allowable criterion and hence, stability of structure was analyzed as safe.

• The Journal of the Acoustical Society of Korea
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• v.4 no.3
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• pp.21-32
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• 1985

서로 상관관계가 있는 다입력원 진동계의 진동원을 규명하기 위한 방법을 제안하였다. 다차원 스펙트럼 해석을 이용함으로써 지하철 진동의 가장 중요한 진동원을 발견하였다. 이 분석은 진동의 전 달경로가 매우 복잡할 때 다입력-단일출력으로 모델화 하여 분석하는 방법이다. 또한 레지듀 스펙트럼 분석과 부분기여함수의 개념을 적용하여 지하철 진동이 콘크리트 구조물의 진동에 미치는 영향을 마이 크로 컴퓨터로 계산하였다. 이러한 연구의 결과로 지하철 진동의 다차원 스펙트럼의 오버올레벨을 측정 치와 비교하였다.

• The Journal of the Convergence on Culture Technology
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• v.10 no.1
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• pp.559-563
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• 2024

Currently, in Korea, large-scale, deep excavations are being carried out adjacent to structures due to overcrowding in urban areas. for adjacent excavations in urban areas, it is very important to ensure the safety of earth retaining structures and underground structures. accordingly, an automated measurement system is being introduced to manage the safety of subway tunnel structures. however, the utilization of automated measurement system results is very low. existing evaluation techniques rely only on the maximum value of measured data, which can overestimate abnormal behavior. accordingly, in this study, a vast amount of automated measurement data was analyzed using the Gaussian probability density function, a technique that can quantitatively evaluate. highly reliable results were derived by applying probabilistic statistical analysis methods to a vast amount of data. therefore, in this study, the safety evaluation of subway tunnel structures due to adjacent excavation work was performed using a technique that can process a large amount of data.