• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1268-1277
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• 2008

Recently, the high speed railway comes into the spotlight as the important and convenient traffic infrastructure. In Korea, Kyung-Bu high speed train service began in about 400km section at 2004, and the Ho-Nam high speed railway will be constructed by 2017. The high speed train will run with a design maximum speed of 300-350km/hr. Since the trains are operated at high speed, the differential settlement of subgrade under the rail is able to cause a fatal disaster. Therefore, the differential settlement of the embankment must be controlled with the greatest care. Furthermore, the characteristics and causes of settlements which occurred under construction and post-construction should be investigated. A considerable number of studies have been conducted on the settlement of the natural ground over the past several decades. But little attention has been given to the compression settlement of the embankment. The long-term settlement of compacted fills embankments is greatly influenced by the post-construction wetting. This is called 'hydro collapse' or 'wetting collapse'. This wetting collapse problem for the compressibility of compacted sands, gravels and rockfills, has been recognized by several researchers. For this wetting settlement problem, we showed the test results carried out with 4 fill materials. These tests were performed under the condition that the fill materials were inundated at the first wetting. Subsequently, in this study, we investigated the long-term settlement characteristics of the fill materials under the repeated partial wetting and rising of the ground water table happend by rainfall.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2001년도 춘계학술대회 논문집
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• pp.105-113
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• 2001

This report was studied about speed-up for main line of KNR(Korea National Railroad) by High Speed Train. The maximum speed of Kyun-Pu line was recorded a 140km/h by Saemaul train in 1985 and the average speed its is a 107km/h now. For operation KTX Kyun-Pu High Speed Train and G7 Korea High Speed Train in KNR line, this report was studied about operation status of High Speed Train in advanced countries, operation situation of train in KNR line and plan of speed-up for main line.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2005년도 춘계학술대회 논문집
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• pp.782-787
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• 2005

Magnitude of generated harmonic currents along with the operation of AC traction has nonlinear characteristics, and generated harmonic currents for high speed traction are more and more in high speed railroad(HSR) systems, especially. This paper presents probabilistic approximation method for the harmonic currents analysis about the operating speed of AC traction. To use probabilistic method for HSR system, probability density function(PDF) for collected operating speed based measure data is calculated. Mean and variance of harmonic currents of single traction are obtained based on the operating speed PDF and electrical traction model. The results of Monte Carlo Simulation(MCS) are in well accordance with the experimental and analytic methods. The harmonics of different number of trainloads are systematically investigated. It is assessed by the total demand distortion(TDD) for the HSR system.

• 대한기계학회논문집A
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• 제39권10호
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• pp.1069-1077
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• 2015

발파를 이용한 터널굴착시, 와이어쏘를 이용하여 심빼기 부분 외곽에 불연속면을 발생시켜 발파진동을 차단함으로써 소음 및 진동을 저감시키고자 하는 방법은 타 방법에 비해 시공이 간편하고 경제적일 것으로 예상된다. 본 논문에서는 터널굴착용 와이어쏘의 절삭 메커니즘을 규명하기 위하여 시간에 따른 절삭 깊이 변화와 절삭 중 암석 내부의 와이어쏘 곡선 형태를 파악할 수 있는 절삭 모델을 구축하고 검증하였다. 구축된 모델을 이용한 시뮬레이션을 통해 터널굴착용 와이어쏘 절삭의 특징을 살펴보고, 와이어쏘 인장력, 와이어쏘 속도, 피드 속도, 천공 깊이 및 천공 직경과 같은 주요 조건들이 절삭 성능에 미치는 영향을 검토하였으며, 이러한 검토 결과를 바탕으로 절삭 성능을 높이기 위한 방안을 제시하였다.

• 한국철도학회논문집
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• 제18권1호
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• pp.63-70
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• 2015

궤도틀림은 철도차량의 주행안전성과 승차감에 영향을 미칠 뿐만 아니라 유지보수와 밀접한 관계가 있다. 본 논문에서는 경부고속철도 개통 이후 경부고속선 구간에서 검측된 궤도틀림에 대하여 통계분석을 수행하였다. 우선, 궤도틀림 검측에 사용된 검측차(EM120)의 검측특성, 즉 현정시법 검측원리를 사용하는 경우에 대한 파장대역별 전달함수 특성을 조사하였다. 고저틀림과 방향틀림에 대한 파장의 분포 특성 분석결과에 의하면, 단파장의 파장대역의 분포비율이 상당히 높았으며 파장이 길어질수록 발생빈도는 감소하는 경향을 보였다. EN규정에서 규정하고 있는 파장대역별로 구분하여 분포 현황을 조사한 결과는 D1 영역의 분포비율이 대부분을 차지하고 있는 것으로 파악되었다. 또한, 궤도틀림 항목별로 궤도틀림 크기에 따른 분포 특성을 조사하였으며, 궤도틀림의 크기가 증가할수록 발생빈도는 급격히 감소하는 경향을 보였다. 이러한 궤도틀림 분포 특성에 대한 조사결과는 궤도틀림 유지보수 계획수립 및 궤도틀림 기준설정을 위한 기초자료로 유용하게 사용될 수 있을 것으로 예상된다.

• 한국철도학회논문집
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• 제19권4호
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• pp.409-416
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• 2016

팬터그래프와 전차선간의 접촉력 특성은 열차의 집전성능을 나타내는 중요한 특성으로서 국제규격에 따른 엄격한 관리가 필요한 항목이다. 최근에는 소음저감 커버가 고속열차의 팬터그래프 주위에 설치가 되고 있으나 팬터그래프 커버에 의한 접촉력 특성에 대한 연구는 거의 수행되지 않았다. 본 연구에서는 차세대고속열차(HEMU-430X)를 이용하여 팬터그래프 커버가 팬터그래프의 집전성능에 미치는 영향을 동적 접촉력 측정을 통하여 분석하였다. 그 결과 팬터그래프 커버가 부착이 되면 300km/h 주행 시 평균접촉력이 약 50N 낮아짐을 확인하였다. 또한 정적압상력을 제외한 순수한 팬터그래프 커버 유무에 의한 평균접촉력의 차이는 300km/h에서 최대 110N까지 측정되었다. 한편 팬터그래프 커버에 의하여 접촉력 표준편차가 약 3~5N 변화하는 것도 확인하였다.

• 전기학회논문지
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• 제62권11호
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• pp.1633-1639
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• 2013

In a section of AC electric railway, a phase between the sections is different although voltage levels supplied from substations are the same. Therefore, section insulators have been installed to electrically divide between the sections. Two differenet types of section insulator, namely an overlap type and insulator type, are used. In Korean high-speed lines, overlap type section insulator has been adopted. And, insulator type is used in conventional line. The overlap type has the advantage of having no speed limit, but has the disadvantage of requiring long section length. However, the insulator type has the advantage of section length, but also has the disadvantage of having speed limit. In Korean conventional line, an insulator type one relies on the import and there is some problem with wear. In this study, we developed the insulator type section insulator which adopts Teflon tube insulation material. The Teflon material has advantage of the excellent electrical characteristics and wear-resistance characteristics for a longer expected life than that made of existing FRP. In order to compare wear characteristics between the materials, wear tests with reciprocal wear tester are performed. And dynamic behavior tests between the insulators and pantograph are also performed for showing its better dynamic characteristics.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2014년도 춘계학술대회 논문집
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• pp.625-629
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• 2014

For the purpose of the acoustic performance evaluation of noise reduction device(NRD) installed at the top of noise barrier for further decreasing of noise level of 400km/h class high-speed railroad(HEMU), the acoustic performance test method using speaker instead of really running railway vehicle was suggested in this paper. For this, noise source location and frequency spectrum of HEMU was analyzed through the field noise test. These data were used for the determination of speaker's installation positions and frequency correction values applied to the speaker noise source. And, 400 meters long NRD was installed at the site where HEMU will be running at a speed of 400km/h. Finally, the outdoor speaker test with and without NRD showed that this NRD could decrease noise level even more than 3dB(A). In the future, the acoustic performance results of NRD conducted with speaker test will be compared with that of field test for HEMU running at a speed of 400km/h.

• 한국정밀공학회지
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• 제29권6호
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• pp.621-625
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• 2012

Conventionally, to measure derailment coefficient of a railway wheel, strain gauges for lateral force measurement are attached to both side of the wheel. But narrow gap between railway wheel and traction motor makes it difficult to attache the strain gauges at the inner side of wheel. In this study, to overcome the hard accessibility to the strain gauge points by narrow gap, a new Wheatstone bridge connection method is presented by attaching all the strain gauges at the outer side of wheel with a new bridge connection. We evaluate the running safety of railway vehicles in accordance with railway safety regulations. The experimental results obtained shows higher sensitivity than conventional methods and the derailment coefficient measurement procedure becomes simpler.

• 한국철도학회논문집
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• 제18권4호
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• pp.354-362
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• 2015

콘크리트궤도의 경우, 허용침하기준이 30mm 이하로 매우 엄격하게 관리되기 때문에, 궤도 하부의 토공노반(강화노반, 상부노반, 하부노반)의 침하에 대한 관리가 필수적으로 요구되고 있다. 이를 위해서는 먼저 이들 노반 재료의 침하특성에 대해 보다 정확한 이해와 자료의 축적이 우선되어야 할 것이다. 이에 본 연구에서는 노반 재료를 대상으로 대형 오이도미터시험과 삼축압축시험을 통해 여러 입도조건, 함수비 변화조건, 반복하중 조건 등에 의한 장기침하특성을 평가하였다. 강화노반 재료가 설계기준에 적합하게 조성될 경우, 열차하중 하에서 발생되는 침하는 매우 적었다. 한편, 노반재료의 경우 일정 하중 하에서 함수비가 증가할 때, 입도조건에 따라 침하 발생량이 매우 크게 발생할 수 있는 것을 확인할 수 있었다.