PURPOSES: This research analyzes how the distribution of users changes when roads that impede walking are transformed into a pedestrian friendly space. The scope of the areas that are benefiting is presented, and the results can be used as basic data for demand generation and as indicators of policy judgments used in economic analysis. METHODS: Using statistical models, the scope of park users was analyzed by park type and the distribution of park and eco-friendly space users was compared. Differences in the moving distance of users was compared by using ANOVA and T-test analysis, and the distribution of users was compared by Kdenicity and Cumulative distribution plots. RESULTS : Based on the cumulative 90 percent distribution, the user’s walking range is about 1.3 km in small-scale parks, 2.2 km in ecofriendly spaces and 3.8 km in the western highway. The Anyangcheon Waterfront Area currently has a pedestrian impact zone of about 1 km (the 10% utilization rate) and will increase to 3.8 km after the project. CONCLUSIONS : Pedestrian-friendly road projects can improve access to existing waterfront areas. The walking user’s range will be wider after completing the project and has a different range to existing parks in Seoul.

PURPOSES : The aim of this article is to compare and identify eco-friendly competitiveness between (regional) motorway and high-speed rail(HSR) from the perspective of CO2 emission in the Republic of Korea. METHODS : In order for an analysis of low-carbon competitiveness between the two modes, CO2e emission, CO2eppk (equivalent CO2 gram per passenger kilometer), is employed as a comparison index. As for HSR, the index is calculated based on the passenger transport data and the gross of CO2e produced by Kyungbu high-speed line in 2013. Additionally, the gross of CO2e is computed by the greenhouse gas emission factors of domestic electricity generation mix. Regarding the index of motorway, it is directly calculated using both the official CO2e emission factor and the passenger-car occupancy of motorway. RESULTS: The results revealed, in the case of inter-regional transport, that the CO2e emission of displacement-based cars is 54.9% less than that of HSR, as the domestic electric power systems heavily relies on the thermal power plants over 66%. Note that internal combustion engines commonly used for vehicles are more energy-efficient than steam-driven turbines usually utilized for thermal power generation. CONCLUSIONS: It can be seen, at the very least in our study, that HSR has no superiority over motorway in the case of CO2e emission under the situations of domestic electricity generation mix. In addition, advanced eco-friendly vehicles have strong advantages over HSR. Therefore, all-out efforts should be made to develop and harvest renewable energy sources in order to achieve low-carbon HSR, sparing fossil fuels.

최근 국가정책 아젠다인 ʻ저탄소 녹색성장ʼ은 국가의 중요한 비젼으로 전정부차원의 노력이 이루어지고 있다. 정부는 2020년까지 세계 7대, 2050년까지 세계 5대 녹색강국으로 진입을 목표로 하고 있다. 이러한 목표를 실현시키기 위해 효율적 온실가스 감축 및 녹색국토, 교통의 조성이 중요한 시책으로 추진되고 있 다. 건설산업 부문도 예외가 아니어서 에너지 및 온실가스 배출저감을 위한 정책 및 기술개발이 활발히 이 루어지고 있다. 해외 선진국의 경우 가장 광범위한 대상인 도로시설물에 대한 녹색도 측정을 위한 연구가 수행되었으며 그것을 기반으로 녹색도로인증제가 적용되고 있다. 여기서 녹색도로인증제는 도로의 지속가 능성과 환경성을 통합적으로 결합한 제도로 이러한 관점에서 도로의 건설 및 운영측면에서 세부지표별로 계량화하고 점수화하여 도로 전체의 녹색등급을 설정하는 것이 주 목적이다. 국내 도로정책부분에서도 ʻ녹 색도로ʼ 구축을 지향하고는 있지만, 현재 국내 도로의 녹색도로 구축 수준을 평가하기는 어려운 실정이다. 본 연구는 국외사례와 비교하여 녹색도로 구축에 대한 구체적인 방안제시가 부족과 녹색도로 도달을 위한 평가기준의 부재 문제를 해결하는 방안으로 국외사례 벤치마킹 및 국내 녹색도로기술의 니즈를 조사하고 기본적인 방향을 도출하고자 하였다. 우선 연구진과 국내 엔지니어링 및 시공회사 전문가와 함께 국내 적 용성 검토를 수행하여 평가시스템 대분류 및 평가항목을 개발하였으며, 일부를 제외하고 큰 틀에서 국내 현황에 적합한 것으로 분석되었다. 또한, 도로설계 및 시공경험이 풍부한 국내 엔지니어링 및 발주처 등 전문가를 대상으로 설문조사를 통해 실제 국내 인증제 적용을 위한 평가요소별 중요도 결정을 실시하였으 며,‘녹색환경(0.35)ʼ과 ʻ녹색도로설계/포장기술(0.27)ʼ영역이 가장 중요한 것으로 도출되었다.

PURPOSES : The objectives of this study are to develop the eco-friendly pavement material using polyurethane binder and evaluate mechanical properties of the developed binder and concrete. METHODS : The bending beam test was conducted to select the sample candidates of polyurethane binder based on the bending strength. The characteristics of viscosity, curing time, and temperature change of sample binder was examined on different temperature conditions. The mechanical properties of polyurethane binder was estimated using the dynamic modulus testing. The indirect tensile strength test was conducted on polyurethane binder concrete with different gradation and binder content for evaluating the mechanical properties of concretes. RESULTS : Based on the beading beam test, four different binder samples were prepared for estimate the mechanical properties. The viscosity of polyurethane binder tends to increase with increase of liquid temperature and the hardening phenomenon begins 10 to 15 minutes at room temperature after mixing the resin and hardener. It is observed that the dynamic modulus of binder increases as loading frequency increases and change of modulus is found to be the highest in the PU-2I binder type. The PU-2I binder concretes shows the largest value of indirect tensile strength and indirect tensile energy. CONCLUSIONS : The use of polyurethane binder as pavement materials is capable of increasing the pavement performance and reducing the detrimental environmental effect during the highway construction.

PURPOSES: This study is to investigate the consideration which relates with a disaster from route alignment process and proposed the method it will be able to evaluate a disaster danger fixed quantity. METHODS: Use the landslide disaster probabilistic map of GIS based and in about landslide occurrence of the route alignment at the time of neighboring area after evaluating a risk fixed quantity, it compared LCC expense in about each alternative route. It developed the system it will be able to analyze a LCC and a disaster risk in about the alternative route. In order to verify a risk analytical algorithm and the system which are developed it selected national road 59 lines on the demonstrative route and it analyzed a disaster risk. RESULTS: Demonstrative route not only the disaster risk to be it will be able to compare a disaster risk fixed quantity like the economical efficiency degree in compliance with LCC expense productions it compared and there being the designer will be able to decide the alternative route, it confirmed. CONCLUSIONS: Roads can be designed by considering occurs repeatedly landslides and debris flow caused by disasters in advance and expect to be able to effect that can reduce the overall cost to recover losses caused by the disaster, and temporally loss is expected.

PURPOSES : This study is to investigate the fundamental properties of limestone added cement concrete for application of pavement. METHODS : As the production of Portland cement causes environmental problems, engineers have sought more environment-friendly concrete construction materials. Limestone powder can be used for concrete as a partial replacement of Portland cement. One of the great applications of limestone powder added cement concrete might be a cement concrete pavement since the concrete pavement consumes massive quantity of Portland cement. Experimental variables were different replacement level of limestone powder by 0% to 25% with 5% increment. Before hardening of fresh concrete, setting time and plastic shrinkage characteristics were investigated in addition to other basic properties. Properties of hardened concrete included compressive, tensile and flexural strength as well as drying shrinkage. RESULTS : The addition of limestone powder did not significantly affect the properties of fresh concrete. Strength deceased as the replacement ratio increased and when the replacement ratio was greater than 10% decrease rate increased. CONCLUSIONS : It was found that the partial replacement of the limestone powder to cement in pavement materials can be positively considered as its mechanical properties show comparable performance to those normal concrete.

본 연구에서는 노선선정과정에서 정량적으로 환경성을 평가할 수 있는 방법에 대한 각종 제도 및 문헌을 고찰해 보고, 이를 바탕으로 도로노선의 정량적 환경성 평가 방법을 제안하였으며 이를 국내에 계획된 도로노선에 적용하여, 국내도로에 대한 친환경성을 평가하였다. 이에 따라 중부권, 강원권, 남부권의 지역별 사례구간을 선정하고 제안된 환경성 평가방법을 수행하였다. 그 결과 각 지역별 사례구간의 해당 지역에 대한 환경점수대의 분포가 다양하게 나타남을 확인하였다. 또한 각 노선의 환경적인 정도를 나타낼 수 있도록 해당지역의 환경영향 최소화 경로를 생성한 후 이를 기준으로 각 노선의 친환경도를 분석하였다. 그 결과 지역의 환경적 민감도가 큰 지역 즉, 높은 점수대가 많은 지역인 강원권에 설계된 노선의 친환경도가 가장 낮게 분석된 결과를 볼 수 있었다.

에너지 절약과 CO2발생량의 절감을 위해 자전거의 이용을 적극 장려하고 있다. 이를 위해 다량의 신설 자전거 도로 건설 계획을 추진 중에 있다. 현재 국내에서 신설 자전거도로 건설을 위해 아스팔트포장 및 콘크리트 포장을 비롯하여, 반강성포장, 유색포장, 흙포장 등이 적용되고 있다. 하지만 이들 포장형식은 자전거도로의 요구 성능에 비하여 시공비용이 높다. 본 연구에서는 경제적이고 친환경적이며 내구성을 확보한 자전거도로포장으로써 롤러 다짐 콘크리트의 최적 다짐율과 배합비를 기초물성시험을 통해 검토하였다. 도출된 배합비에 대한 동결융해와 제설제 저항성 시험을 통해 환경저항성을 검토하였다. 추가적으로 경제성 및 CO2발생량을 일반콘크리트포장과 비교를 통해 평가했다.