• 한국철도학회:학술대회논문집
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• 한국철도학회 2010년도 춘계학술대회 논문집
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• pp.650-655
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• 2010

The ground vibration which is induced by train leads defect and crack of neighborhood structure. Consequently, in order to reduce the train vibration, it is need to appropriate countermeasure. Wave-guide typed roadbed induce the train vibration to a channel wave forms using the difference of the track layer's stiffness. Therefore train vibration is restrictively attenuated along the longitudinal direction of the track. 5 kind of wave-guide typed roadbed structure is selected in this paper. A finite element, time history, linear spectrum, transfer function and damping ratio analysis are performed to evaluate the vibration reduction efficiency as the wave-guide roadbed.

• International Journal of Railway
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• 제8권2호
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• pp.35-41
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• 2015

Tilting-train is very attractive to the railroad users in the world due to the advantage of high speed in curved track using pre-existing infrastructure of railway. Tilting-train has a unique allowable speed and mechanism especially in curved track. In this work, when tilting-train is operated with the allowable speed, the behavior of roadbed is evaluated by examining its settlement and bearing capacity. Additionally, the stability of roadbed is estimated as the roadbed is in the condition of soft soil influenced by the weather effects and cyclic train loading. Numerical results show that the roadbed settlement satisfies the allowable settlement when the elastic modulus of upper roadbed should be greater than $5000t/m^2$.

• 전기학회논문지
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• 제67권12호
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• pp.1735-1742
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• 2018

The number of electric railway failures will increase due to the external and internal effects of electric railroads. The grounding test with 25,000V is to artificially test the transmission voltage to ground, and it is possible to cause risks of electric shock and other equipment insulation damage in neighboring enclosure. In 2016, method of fault localization changed to low - voltage at 380V from artificially high- voltage in the grounding tests since opening of Seoul Metropolitan Express Railway; The method is more accurate and safer rather than the previous one because it gets more data from unlimited grounding tests. However, an electric current falls on the track section where the track branches and vehicle bases with many lines. To precisely detect a transitive phenomenon, it is necessary to continuously study and additionally install.

• 한국지반공학회논문집
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• 제38권8호
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• pp.67-74
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• 2022

지반굴착시 지반안정성 검토를 위한 대상지역의 설정은 이론식 및 경험식 추정방법과 수치해석에 의한 방법으로 구분한다. 일반적으로 적용되는 이론식 및 경험적 추정 방법은 Peck(1969)의 곡선방법, Caspe(1966)의 방법 및 Clough 등(1990)의 방법이 있다. 수치해석에 의한 방법은 과업구간의 현황(지반조건이 가장 취약한 구간, 최대 굴착심도 구간, 주요 인접 구조물 위치 구간 등)을 종합적으로 고려하여 가장 취약한 단면에 대해 2차원 및 3차원 수치해석을 수행한 결과를 반영하였다. 본 논문에서는 위와 같은 이론식 및 경험식, 수치해석을 통해서 000선 복선전철 민간투자사업의 수직구 구간 및 터널 구간 굴착시 영향범위를 설정한 사례를 보여주고자 한다.

• 한국철도학회논문집
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• 제14권2호
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• pp.160-166
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• 2011

열차하중에 의한 토공노반의 동적응답은 다양한 주변환경에 종속적이기 때문에 정확한 특성을 규명하는 것은 어렵다. 그러나 일부 궤도틀림의 원인이 노반의 불균일한 지지력과 이에 따른 동적 응답의 영향일 것으로 예상되기 때문에 다양한 궤도틀림원인 분석 및 대책에 대한 연구를 위해서는 노반의 동적응답에 대한 연구가 필요하다. 본 논문에서는 노반의 동적응답이 궤도변형에 미치는 영향을 분석하기 위한 기초연구로서 여러가지 영향조건 중 노반의 구조와 재료강성의 변화에 따른 노반의 탁월 주파수와 진동에너지의 크기에 대한 응답을 검토하였다. 검토단면은 탁월대역의 에너지 증폭이 쉬운 이 층노반구조로서 노반과 연암으로 구성하였다. 검토내용은 각 조건별 파의 전파특성을 규명하고 노반의 동적응답을 이론적, 해석적, 경험적 방법으로 비교 검토하여 궤도틀림에 미치는 영향을 평가하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.93-99
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• 2008

The SeoulMerto, operating subway line No.$1{\sim}4$, was constructed in the metropolitan Seoul with the highest population. When it was built, the design was challenged to sharp curved tracks considering the protection of buildings, cultural assets, the connection to ground roads and rivers as well as to elevated railway in some parts. Lots of residential apartments and business complex have gradually increased in the area around subway stations and railway lines according to the urban development. Consequently, Requirements of better quality of life and comfortable environment caused the citizen complain for the noise. It has become one of serious social issues. In this paper, Noise level was analyzed using noise map measured in the running train of all routes. The analysis on the noise level was conducted according to railway type, track components type, seasonal type, retirement degree of the vehicle and subway station. Especially, Noise characteristics were analyzed by noise level data measured in the inside and outside of the train with geometry types of the concrete track. This study will contribute fundamental data for the "The Development of Sound-Absorbing Block on Concrete Track" promoted on The National R&D Project.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.219-228
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• 2006

In urban areas, tunnelling induced ground deformations, particularly ground settlements should be considered in order to minimize the damage of adjacent structures. Therefore, an appropriate monitoring system for the tunnel construction should be setup at the planning or design stage. A number of studies on ground settlements due to tunnelling in soft ground have been carried out so far. However, most studies have focused on clay soil rather than sand soil. In particular, a few studies on behaviour of subsurface deformations in granular material have been reported. In this study, two-dimensional laboratory model test with aluminium rods regarded as continuum granular material and close range photogrammetric technique, and numerical analysis were carried out in order to identify the behaviour of subsurface deformations due to shallow tunnelling. Direction and magnitude of displacement vectors from the model test was identical to the numerical analysis. In particular, the vector direction was appeared to be toward a point below the tunnel invert level. A narrow 'chimney or tulip like' pattern of vertical displacement was confirmed by both the model test and numerical analysis. This is consistent with the field data. In addition to the qualitative comparison, the quantitative comparison of subsurface settlements according to 2D volume loss showed good agreement between the model test and numerical analysis. Therefore, close range photogrammetric technique applied in the model test may be used to validate the result from the continuum numerical analysis.

• 한국철도학회논문집
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• 제20권2호
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• pp.248-256
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• 2017

고속철도 콘크리트궤도의 일부 토공구간 침하 원인으로 지하수위 저하가 보고되었다. 이에 본 연구에서는 현장 계측 값과 수치해석을 통하여 지하수위 저하에 따른 침하 영향을 분석하였다. 시행착오법을 이용한 역해석을 통해 구성된 수치해석 모델을 이용하여 지하수위 저하, 연약층의 두께, 성토고에 따른 잔류침하거동을 검토하였다. 4m이상의 연약층이 존재할 경우, 지하수위 저하에 의한 원지반침하량은 30mm이상으로 예상되어 설계 및 시공단계에서 지하수위 거동에 의한 침하도 설계시 고려되어야 할 것으로 보인다.

• 한국철도학회논문집
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• 제16권6호
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• pp.460-465
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• 2013

고속철도에서의 열차무선전파는 일반적인 이동통신전파와 달리 레일, 침목 및 자갈로 구성된 철로면 반사에 의해 불규칙적으로 수신되는 지면반사파의 영향을 받는다. 본 논문에서는 이와 같이 불규칙적으로 수신되는 철로면 반사파를 랜덤변수로 모의하고, 여기에 송수신간 직접 경로에 의한 직접파를 추가한 열차무선 전파모델을 제안하였다. 제안한 전파모델을 이용한 시뮬레이션 결과 열차무선에서의 경로손실지수는 3.0으로 분석되어, 일반적인 이동통신환경에서의 4.0에 비해 경로손실이 감소하는 것으로 나타났다. 또한, 고속철도 현장에서의 열차무선 수신전력 측정치에서도 동일하게 경로손실지수가 3.0으로 분석되었다. 이상과 같은 시뮬레이션 및 측정결과로부터, 열차무선 전파모델을 검증하고 경로손실지수를 도출할 수 있었으며, 이 결과는 고속철도 열차무선통신망의 커버리지 예측 및 기지국 설계에 응용할 수 있다.

• Journal of Astronomy and Space Sciences
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• 제38권4호
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• pp.217-227
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• 2021

In this study, we describe an analytical process for designing a low Earth orbit constellation for discontinuous regional coverage, to be used for a surveillance and reconnaissance space mission. The objective of this study was to configure a satellite constellation that targeted multiple areas near the Korean Peninsula. The constellation design forms part of a discontinuous regional coverage problem with a minimum revisit time. We first introduced an optimal inclination search algorithm to calculate the orbital inclination that maximizes the geometrical coverage of single or multiple ground targets. The common ground track (CGT) constellation pattern with a repeating period of one nodal day was then used to construct the rest of the orbital elements of the constellation. Combining these results, we present an analytical design process that users can directly apply to their own situation. For Seoul, for example, 39.0° was determined as the optimal orbital inclination, and the maximum and average revisit times were 58.1 min and 27.9 min for a 20-satellite constellation, and 42.5 min and 19.7 min for a 30-satellite CGT constellation, respectively. This study also compares the revisit times of the proposed method with those of a traditional Walker-Delta constellation under three inclination conditions: optimal inclination, restricted inclination by launch trajectories from the Korean Peninsula, and inclination for the sun-synchronous orbit. A comparison showed that the CGT constellation had the shortest revisit times with a non-optimal inclination condition. The results of this analysis can serve as a reference for determining the appropriate constellation pattern for a given inclination condition.