• 한국도로학회:학술대회논문집
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• 한국도로학회 2009년도 추계학술대회 논문집
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• pp.391-396
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• 2009

• 한국농공학회:학술대회논문집
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• 한국농공학회 2004년도 학술발표논문집
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• pp.54-54
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• 2004

• 한국도로학회:학술대회논문집
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• 한국도로학회 2003년도 학술발표회 논문집
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• pp.257-262
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• 2003

• 한국도로학회:학술대회논문집
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• 한국도로학회 2008년도 추계학술대회 논문집
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• pp.189-192
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• 2008

• 한국건설순환자원학회지
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• 제19권1호
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• pp.39-43
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• 2024

• 한국산학기술학회논문지
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• 제15권2호
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• pp.1195-1203
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• 2014

최근 표준으로 등록된 IFC(Industry Foundation Classes)4는 건축시설의 형상요소 표현에 한정될 뿐 도로, 교량 및 터널 등의 토목시설에 대한 형상표준을 정의하고 있지 않아 여전히 토목 형상모델의 교환을 위한 상호운용성에 제약이 있다. 특히 도로시설은 중심선형에 따라 모델링되는 선형적 특성을 가지며, 프로젝트 별로 형상이 서로 상이하여 표준화된 도로정보모델을 구축하는 것이 곤란하다. 따라서 본 연구에서는 도로의 형상정보모델 개발을 위해 3차원 설계 프로세스 관점에서 도로를 구성하는 구조요소 및 속성을 도출하는 것이 목적이다. 이를 위해 본 연구는 도로설계를 위해 활용되는 도로설계편람, 지침, 시방서 및 기하설계 기준 등의 정보를 분석하여 도로 구조물의 형상 요소와 속성을 추출한다. 도출된 형상은 엔티티(Entity) 항목으로 정의하고 가상 도로모델을 통해 정의된 도로 형상모델의 위계구조를 검토한다. 도출된 도로의 세부 구조 요소 및 속성은 인프라 분야의 BIM(Building Information Modeling)환경을 구축하기 위한 3차원 형상정보로 활용되며, 도로의 구체적인 형상, 타입 및 속성을 세분화하여 도로분야의 IFC로 확장하기 위한 기초자료로 활용될 것으로 기대된다.

• 한국측량학회지
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• 제23권1호
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• pp.31-38
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• 2005

국가 기반시설로서의 도로의 중요성은 상당한 비중을 차지하고 있다. 이에 따른 도로의 신설과 유지관리 비용은 지속적으로 증가하고 있다. 이와 같은 도로관리에 대한 비용 문제를 해결하기 위해서는 기본지리정보를 통한 합리적이고 효율적인 데이터관리가 필요하다. 그러나 현재까지의 기본지리정보 연구는 각 기관별 항목중심으로 연구되어 많은 양의 데이터가 중복구축 되었다. 이에 따라 국토지리정보원에서는 국제표준에 맞는 기본지리정보 지침안을 제시하였다. 본 연구는 동일한 데이터 가공에 대한 비용과 반복구축에 대한 비효율성을 방지하기 위하여 교통분야 기본지리정보를 적용한 도로관리 데이터모델을 제시하였다. 또한 위의 기본지리정보에 의해서 데이터모델을 개발한 사례가 많지 않다. 그렇기 때문에 기본지리정보 데이터모델 지침안이 실제 주제별 데이터모델 구축시 클래스, 속성, 관계 등이 실제 적용하기에 적절한지 고찰하였고 도로관리 데이터모델 실제 적용하였다.

• 한국소음진동공학회논문집
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• 제19권10호
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• pp.1075-1082
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• 2009

Using GIS data of C-si as basic data when making noise map of road traffic, we estimated exactly the noise excess areas and consequently suggested the population and the area exposed to road traffic noise accurately. We made 3D noise map to assess regional distribution of noise quantitatively. The noise map consists of noise prediction model based on data base such as traffic volume and speed changes for estimating quantitatively the noise and 3D urban space model which includes locations of noise sources, 3D buildings, topography and roads. We made noise standard map according to land use conditions and compared this map to road traffic noise map, and consequently made excess noise map. Using excess noise map, we assessed areas which exceed environmental noise level standards and noise guidelines quantitatively and effectively through GIS spatial analysis, and consequently more accurate noise exposed area and noise exposed population could be estimated. To show buildings' outer walls noise exposure, we analyzed 3D urban noise distributions using 3D-analysis of GIS.

• 상하수도학회지
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• 제22권6호
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• pp.697-704
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• 2008

Stormwater runoff from urban road area as non-point source has a tendency of including lots of pollutants at initial rain period. Recently, there are several cases of having installed treatment facilities for reducing pollution discharge from the impervious cover in urban area to prevent watershed environment from getting worse. The filtration type among non-point source treatment systems has been known as one of the most efficient system for treatment of non-point source pollutants. Therefore, various kinds of filter media such as expanded polypropylene(EPP), granular activated carbon, zeolite, perlite, illite, sand, gravel has been developed. This study was conducted to verify performance and hydraulic characteristics of filter media as measures for non-point source. The experiment was carried out to evaluate applicability and variation of 4 kind of most popular filter media(EPP, GAC, Zeolite, Perlite) in headloss with elapsed time and influent flow rate and to obtain data base that could be used to establish management plan for road runoff treatment. In experiment by tap water, it showed that EPP and perlite those are floatable materials showed stable operating performance and lower headloss than the others.

• 한국도로학회논문집
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• 제19권5호
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• pp.107-115
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• 2017

PURPOSES : The piezoelectric energy road analysis technology using a three-dimensional finite element method was developed to investigate pavement behaviors when piezoelectric energy harvesters and a new polyurethane surface layer were installed in field conditions. The main purpose of this study is to predict the long-term performance of the piezoelectric energy road through the proposed analytical steps. METHODS : To predict the stresses and strains of the piezoelectric energy road, the developed energy harvesters were embedded into the polyurethane surface layer (50 mm from the top surface). The typical type of triaxial dump truck loading was applied to the top of each energy harvester. In this paper, a general purpose finite element analysis program called ABAQUS was used and it was assumed that a harvester is installed in the cross section of a typical asphalt pavement structure. RESULTS : The maximum tensile stress of the polyurethane surface layer in the initial fatigue model occurred up to 0.035 MPa in the transverse direction when the truck tire load was loaded on the top of each harvester. The maximum tensile stresses were 0.025 MPa in the intermediate fatigue model and 0.013 MPa in the final fatigue model, which were 72% and 37% lower than that of the initial stage model, respectively. CONCLUSIONS : The main critical damage locations can be estimated between the base layer and the surface layer. If the crack propagates, bottom-up cracking from the base layer is the main cracking pattern where the tensile stress is higher than in other locations. It is also considered that the possibility of cracking in the top-down direction at the edge of energy harvester is more likely to occur because the material strength of the energy harvester is much higher and plays a role in the supporting points. In terms of long-term performance, all tensile stresses in the energy harvester and polyurethane layer are less than 1% of the maximum tensile strength and the possibility of fatigue damage was very low. Since the harvester is embedded in the surface layer of the polyurethane, which has higher tensile strength and toughness, it can assure a good, long-term performance.