• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 가을 학술발표회 논문집
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• pp.603-606
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• 2000

The cost needed for the construction and management of highways in the whole nation is rapidly growing so the research that can decrease the cost is required. However, most of the highway specs have simply converted from those of other countries, including USA. Therefore, some of our design and construction specs were not the optimum ones based on our own situation, requiring a research under the actual traffic and environment of our nation. The use of test road develops many aspects of highway engineering. Those are evaluation of construction materials, a general overview of korea pavement design and serviceability under the actual traffic and environmental condition of the nation. It is also economical and efficient compared to the trial construction of each item in spreaded form. A test road, 7.7km long with two lanes, is being constructed on the Inner Central Expressway. In this test road, 2.7km is planned for asphalt pavement and 3.4km is planned for concrete pavement. Three test bridges and five earth retaining structures will be included in the test road. Based on the master plan, the major performance was progressing such as detailed research modules of each area, preliminary research for the future research, sensor surveys for the behavior analyses of pavements and structures with installation methods and data acquisition systems, the foundation research of Integrated Instrumentation System and the Management Plan for automated measurement. Some area(structure research division, geotechnical research division) was designed the instrumentation plan because some instrument sensors must be installed during the construction of the test road. And then the instrumentation plan of each area was enforcing because a large majority of the instrument sensors must be installed after the construction of the test road. The field surveys with material property tests and pilot instrumentation test with sensor tests was also performing in accordance with the construction in the field.

• 한국태양에너지학회 논문집
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• 제32권3호
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• pp.138-145
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• 2012

Because of the climate changes and the development of building technologies, the cooling loads have been increased. Among the various renewable energies, geothermal energy is known as very useful and stable energy for heating and cooling of building. This study proposes a road snow-melting system of which heat is supplied from GSHP(Ground source heat pump) in viewpoint of the initial investment and annual running performance, which is also operating as a main facility of heating and cooling for common spaces. The results of this study is as followings. From the site measurement, it is found out that the road surface temperature above the geothermal heating pipe rose up to $5^{\circ}C$, which is the design temperature of road snow-melting, after 2 hours' operation and average COP(Coefficient of performance) was estimated as 3.5. The reliability of CFD has confirmed, because the temperature difference between results of CFD analysis and site measurement is only ${\pm}0.4^{\circ}C$ and the trend of temperature variation is quite similar. CFD analysis on the effect of pavement materials clearly show that more than 2 hours is needed for snow-melting, if the road is paved by ascon or concrete. But the road paved by brick is not reached to $5^{\circ}C$ at all. To evaluate the feasibility of snow-melting system operated by a geothermal circulation which has not GSHP, the surface temperature of concrete-paved road rise up to $0^{\circ}C$ after 2 hour and 40 minutes, and it does never increase to $5^{\circ}C$. And the roads paved by ascon and brick is maintained as below $0^{\circ}C$ after 12 hours geothermal circulation.

• 한국ITS학회 논문지
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• 제20권6호
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• pp.228-241
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• 2021

본 연구는 자율협력주행차량의 협력 인프라 중 하나인 도로표지판을 대상으로 LiDAR의 검지성능 변화를 알아보았다. 이를 위해서 색깔과 재질이 다른 도로표지판을 제작하여 실제도로 환경에서 강우량을 통제한 테스트를 수행하였다. 성능지표는 NPC와 Intensity로 선정하였고, 집단간의 비교는 T-Test를 활용하였다. 연구결과, 모든 재질에서 강수량이 증가할수록 LiDAR의 성능지표가 감소되는 결과가 관측되었다. 재귀반사지는 강수량 증가에 따른 성능지표 감소가 페인트 도색에 비해선 작았지만, 이 역시 40mm이상의 강수량에서는 데이터의 관측이 되지 않을 정도로 성능이 저하되었다. 검은색 페인트는 맑은 날에도 다른 색들에 비하여 성능지표가 낮았으며 특히, 백색의 재귀반사지는 성능지표가 강수량 증가에 가장 민감하게 저하되었다. 이러한 성능검증 결과는 향후 센서의 시인성을 제고하는 도로시설물 제작에 활용될 것으로 기대된다.

• 한국자동차공학회논문집
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• 제22권3호
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• pp.12-18
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• 2014

This paper describes about the development of new concept's rear wheel guards for the reduction of Road Noise in the passenger vehicle using test. The new wheel guards are proposed by various frequency chamber concept and different textile layers concept. Two wheel guards were verified by small cabin resonance test and vehicle test. Through new developing process without vehicle test, Result of road noise will be expected when new concepts and materials of wheel guard is applied into automotive vehicle. As a result of the application of Aimed Helmholtz and Multi-layers concept, this paper classifies the road noise, cost and weight are reduced by new concepts and the solutions are adopted into the 2 cars.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.348-351
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• 2004

In this study, the recycled concrete aggregates crushed in-situ were used for the access road pcc (portland cement concrete) pavement. Based on laboratory results, the properties of materials, mixture proportioning, blend rates, and application conditions were investigated prior to trial application, and the various problems on recycled concrete aggregate under construction have been comprehensively checked.

• Journal of Biosystems Engineering
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• 제35권5호
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• pp.323-329
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• 2010

Physical damages on fruits may be caused by shock and vibration inputs that transmitted from the transporting vehicle through the packaging and cushioning materials to the fruit. In this study, both half sine shock test and trapezoidal shock test were performed by MIL-STD-810F specification in order to investigate and represent the shock response properties such as peak acceleration and shock amplification factors of the pear according to packaging and cushioning materials for optimal packaging design during transportation. Shock excitation data that had been measured on the vehicle operating on the real road were used. Shock response properties measured by half sine shock test were smaller than those measured by trapezoidal shock test. Results represent that corrugation shapes and thickness can significantly affect the cushioning performance than the paper configurations of cushioning pad and showed that fruits may be damaged seriously while transported on the unpaved road without the properly cushioned packaging practices.

• 한국도로학회논문집
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• 제19권6호
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• pp.57-66
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• 2017

PURPOSES : This study develops eco-friendly asphalt reinforcement materials applicable to bridge deck pavement. The main purpose is to ensure highly reliable quality applicable to structures and the possibility of practical application. The main target of the study is to develop materials that are environmentally friendly and capable of improving performance. METHODS : The application of double-reinforcement fiber improves the performance of the road pavement. 1. We use recycled film for application of sheet-typed reinforcement. 2. We use preprocessing fibers to reinforce the properties of composite pavement materials. RESULTS : The developed products may produce materials that fit the purpose of achieving stability and environmental friendliness. Sheet-typed reinforcements use more than 50% recycled resin. The most important type of damage to the asphalt layer is deflection (plastic deformation). These products have a very high deflection resistance of not less than 6,000 cycles/mm. In addition, all performance is excellent. Thus, it will be easier to access the field in the future. CONCLUSIONS : Fiber-reinforced asphalt pavement showed excellent performance. Sheet-typed reinforcements containing 50% recycling resin produced good performance in terms of functionality as well as environmental friendliness. Thus, enhancing the field applicability will enhance the usability of the reinforcements.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.935-940
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• 2008

To maintain the primary stage of design, it is not too much to say that drainage systems should has been to maintain the most factor in earthwork structures. The durability of earthwork structures has about over 90 years as like concrete structures and has easily used to construction materials. Even if is a good earthwork materials, it hasn't lose design life at inadequate drainage system. In case of railway was frequently performed a maintenance works after construction 5 years because embankment site hasn't installed a concrete duck. In this study, the drainage standard of railway reviews the technological levels of drainage system by comparing the code for design of railway and road.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 가을학술발표대회논문집
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• pp.107-108
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• 2023

In this study, the tensile adhesion strength was evaluated according to KS F 4932 to assess the suitability of MMA-based repair materials for concrete roads. Two types of MMA were used. Mortar mock-ups were made and tested for adhesion strength in three different surface conditions: air, water, and salt water. Both showed strengths above the standardized strength of 0.6 MPa. Type B, which has a relatively low adhesion strength, is considered more suitable.

• 대한환경공학회지
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• 제37권2호
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• pp.107-112
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• 2015

도로는 건설 시 많은 건설자재와 장비를 사용하여 시공단계에서의 탄소배출량이 매우 높다. 도로분야에서의 온실가스 감축을 위하여 도로의 전과정에 걸친 탄소배출량 산정 방법에 대한 연구를 수행하여 탄소배출량 산정방법을 정립하였으나, 수집해야 하는 자료 확보와 산정 절차가 복잡해 탄소배출량 산정에 어려움을 겪고 있다. 이에 따라 본 연구에서는 도로시설 물의 시공단계에서 발생하는 탄소의 정량적 산정을 쉽게 할 수 있도록 탄소배출원단위를 개발하여 제시하고, 이를 활용하여 2012년 기준으로 고속국도 및 일반국도의 탄소배출량을 정량적으로 산정 후 활용방안을 제시하였다.