• 한국철도학회논문집
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• 제19권4호
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• pp.506-514
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• 2016

철도 현장에 실험용 자갈궤도와 콘크리트궤도를 설치한 후 겨울철에 동결심도와 동상량을 측정하였다. 그 결과 같은 동결지수일 때 자갈궤도보다 콘크리트궤도의 동결심도가 깊게 나타나는 경향을 보였다. 또한 자갈궤도는 하부에 XPS, PE골재층을 포설할 경우 동결심도가 크게 감소하였고, 콘크리트궤도에서는 입도조정층의 두께를 늘릴 경우 동결심도가 감소하는 경향을 보였다. 동상량 역시 자갈궤도에서는 하부에 XPS, PE골재층을 설치할 경우 감소하였고, 콘크리트궤도에서는 입도조정층의 두께를 증가시킬 경우 감소하는 경향을 보였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.1222-1229
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• 2011

Railway bridges are divided into ballastless and ballast track bridges. The ballast abrasion occurs on the ballast track upon bridges more than soil roadbed because the track vibration occurs a lot in the ballast track upon bridges due to girder vibration when a train's weight is loaded onto track even though the identical ballast is used. The phenomena of mud pumping especially, which occurs when drainage is not properly secured for heavy rain, leads to the increase of maintenance work load and the decline of ride comfort. There are countermeasures such as ballast change, installation of cross-drainage for poor drainage, gutter establishment, ballast lifting methods, ballast mats and resilient sleepers laying for the mud pumping. The ballast thickness range in domestic railroad construction rule is uniformly set up according to the design speed of railroad and passing tonnage of train without considering field conditions which is considered in foreign railroad companies. The purpose of this study is to verify the effect of vibration decrease by measuring the acceleration, displacement and ride comfort of ballast track with the change of ballast thickness on the ballast track bridges and to suggest the optimal height of ballast on the Yocheon Bridge built for the test in Honam Line.

• International Journal of Railway
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• 제6권2호
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• pp.59-63
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• 2013

The purpose of this paper was to evaluate the effectiveness of geogrid for conventional ballasted track and asphalt concrete underlayment track using PLAXIS finite element program. Geogrid element was modeled at various locations that include subballast/subgrade, subballast/ballast interfaces, middle of the ballast, and one-third depth of the ballast. The results revealed that the effectiveness of geogrid reinforcement appeared to be larger for ballasted track structure compared to asphalt concrete underlayment track. Particularly, in case of installing geogrid at one-third depth of ballast layer in a conventional ballasted track, the most effectiveness of geogrid reinforcement was achieved. The influence of geogrid axial stiffness on track substructure response was not clear to conclude. Further validations using a discrete element method along with experimental investigation are considered as a future study. The effect of asphalt concrete layer modulus was evaluated. The results exhibited that higher layer modulus seems to be effective in controlling displacement and strain of track substructure. However it also yields slightly higher stresses within track substructure. It infers that further validations are required to come up with optimum asphalt concrete mixture design to meet economical and functional criteria.

• 대한토목학회논문집
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• 제31권6D호
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• pp.867-874
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• 2011

유도상 교량은 토노반 자갈궤도에 비해 차량 주행으로 인한 열차하중 전달 시 거더 진동의 영향으로 궤도진동이 크게 발생하며, 이로 인한 자갈마모 발생량이 더 많다. 특히 강우 처리를 위한 배수구 확보가 제대로 되지 않을 경우 도상분니 현상을 발생시키고 이는 유지보수 작업량 증가 및 차량 승차감 저하로 이어지게 된다. 국내 도상두께에 대해 검토한 결과 열차의 운행특성에 따라 달리 하는 해외기준과 달리 현장여건을 고려하지 않고 선로의 설계속도와 열차의 통과톤수에 따라 획일적으로 도상두께 범위를 설정하고 있다. 본 논문에서는 운행선 유도상 교량의 도상두께 변화에 따른 교량 상 자갈궤도의 진동 변위 및 차량의 승차감을 계측하여 진동저감 효과를 검증하고, 시험 부설한 호남선 요천교에 대한 적정 도상두께를 제시하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 춘계학술대회 논문집
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• pp.974-979
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• 2004

Recently, the development of paved track is required as a Low-maintenance of conventional line. The most important factor of paved track is stability and applicability. In this method, the ballast is grouted with mortar so that the ballast can turn into a structure like slab. This method can be subdivided into the followings. One is the method with switching the ballast, and the other is without switching the ballast. The ordinary and actual states of the ballast and roadbed were investigated to evaluate the applicability of the paved track structure in this study, and various In-situ tests were applied. Non-destructive tests such as GPR, SASW, FWD were used, and bearing capacity of roadbed, depth of the ballast, and deterioration, penetration, and contamination of the ballast were focused. The result of this investigation was utilized in the selection of optimal paved track structure and data for preliminary design.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2006년도 Proceedings of ISRS 2006 PORSEC Volume I
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• pp.483-486
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• 2006

The study describes the monitoring of the Bay of Bengal as a ballast water exchangeable sea using MODIS/Aqua-derived diffuse attenuation coefficient (K(490)) synchronized with in situ ballast water sampling and analysis along the LNG carrier's route between Japan and Qatar from 2002 to 2005. Based on the relationship between K(490) and corresponding in situ plankton cell densities, the Bay of Bengal is recognized as a ballast water exchangeable sea to meet the regulation of ballast water performance standard of International Maritime Organization (IMO). Furthermore the Bay of Bengal with more than 200m depth and more than 200 nautical mile distance from shore is extracted based on the regulation of ballast water exchange area of IMO. However, an anomalously high K(490) area is found off the coast of Sri Lanka during the northeast monsoon in 2005, which corresponds higher cell densities than the criterion set by the regulation of IMO. The phenomenon of high cell density in the Bay of Bengal seems to be related with the phytoplankton bloom during the northeast monsoon. Seasonal and annual variability of phytoplankton bloom will be investigated to establish an early routing system for avoiding the high cell density area in advance.

• 대한조선학회논문집
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• 제54권4호
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• pp.301-311
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• 2017

Safety operational envelope (SOE) is the area which guarantees the safety of a submarine from the accident such as jamming and flooding. The maximum safe depth is set to prevent the damage to the hull from increasing water pressure with depth. A minimum safety depth is set to prevent a submarine from the exposure above the free surface and collision against surface ship. The prediction method for the SOE in the design phase is needed to operate the submarine safely. In this paper, the modeling and calculation methods of the SOE are introduced. Main ballast tank blowing modeling and propeller force modeling are conducted to simulate the accidents and the recovery process. The SOEs are established based on the crash stop and emergency rising maneuver simulation. From the simulation results, it can be known that the emergency rising maneuver is more effective recovery action than the crash stop.

• 한국해양환경ㆍ에너지학회지
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• 제15권3호
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• pp.219-226
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• 2012

국제해사기구(IMO)는 선박평형수를 통한 수중생물의 이동을 막기 위해, 2004년 선박 평형수와 침전물 통제 및 관리를 위한 국제협약을 채택하였다. 34개 선박평형수 처리장치가 IMO 활성물질 승인을 받았고, 이 가운데 20개 처리장치가 최종승인을 받았다. 본 논문에서는 IMO 활성물질 승인을 받은 처리장치에 대한 작용 원리와 총잔류산화제(TRO) 농도를 고찰하였다. TRO 최대 허용 배출 농도는 중화장치를 통해 낮추어 대부분 0.2 ppm 이하의 농도를 보였으나, 최대 처리 허용 농도는 장치별로 1-15 ppm으로 큰 차이를 나타내었다. 처리장치 별로 TRO 처리 허용 농도의 차이는 처리장치의 특성 및 필터의 유무와 종류 등과의 연관성 보다는 생물 사멸시험 시 생물종 특성과 수온, 탁도 등 수질 특성에 기인하는 바가 크다고 판단된다.

• 한국철도학회논문집
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• 제8권2호
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• pp.128-136
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• 2005

The reinforcing subgrade, which first introduced Korea for the highspeed subgrade construction, has the many advantages to maintain the quality of ballast track as well as to prevent the softening of subgrade by mud-pumping. It causes the subgrade soil to spout into the ballast on many lines. Therefore, the application of reinforcing subgrade will be expected to increase in the future. This paper introduces the reinforcing subgrade as a maintenance-free technology f3r the railroad operation and the method f3r the determination of reinforcing subgrade depth. The criteria on reinforcing subgrade depths of highspeed and conventional railroad were verified from the calculation results based on an elastic analysis method.

• 한국철도학회논문집
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• 제13권1호
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• pp.84-91
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• 2010

본 연구에서는 철도, 도로 등 대형 성토지반구조물의 주요 지반재료인 입경이 큰 조립재료에 대해 전단강도, 변형계수, 응력-변형 거동과 같은 지반공학적 설계정수를 평가 산정할 수 있는 대형삼축압축시험장비를 구축하고, 이를 활용한 도상자갈재료에 대한 정적삼축압축시험 결과를 통해 그 의미와 적용 가능성을 제시하였다. 도상자갈과 같이 지표면에 설치되어 포화 가능성이 낮고, 구속압이 작은 경우에는 진공압(vacuum)으로 구속압을 제어하는 방식이 효과적임을 확인할 수 있었다. 도상자갈 재료의 삼축압축시험 결과로부터 구속압별 전단강도, 변형계수, 입자파쇄 영향 등의 합리적인 결과와 경향을 확인하였으며, 모암의 입자강도, 구속압 등의 영향을 고려하여 전단강도 포락선을 예측할 수 있는 비선형식에 적합한 재료 상수를 산정, 적용하여 실험 결과를 근접하게 재현해낼 수 있었다.