현재 도로나 보도의 포장은 콘크리트 포장, 아스콘 포장, 석재 포장, 자갈 포장, 흙 포장, 목재 포장, 우레탄 포장, 고무칩 포장, 블록 포장 등이 시공되고 있으며, 그 중 수지와 합성고무 칩 또는 우레탄 칩 등을 혼합한 다양한 재질의 탄성포장재 가 주로 사용되어지고 있다. 이러한 탄성포장재는 탄성이 좋고 사용성이 좋으나, 2000년대 들어서면서 화학제품에 대한 환경유해성 논란이 대두됨에 따라 탄성 포장재에 대한 환경문제가 제기되었다. 따라서 이 연구에서는 친환경 소재인 알톱밥과 EPDM 칩을 사용하여 친환경 포장재의 개발을 목적으로 하였다. 휨강도 시험, 인장강도 및 신장률 시험, 투수성 시험, 중금속 및 유해 화학물질 총량 시험, 폼 알데하이드 방출량 시험, 경제성 분석을 통해 탄성 포장재에 대한 한국산업규격 KS F 3888-2 및 기존 논문들과 비교 분석하여 이 연구에서 제시한 포장재의 역학적 특성과 환경 유해성 물질 기준을 제시하였다.

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 performanceMETHODS: 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. Sheettyped 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.

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 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 고로슬래그 미분말 및 플라이애시와 같은 광물질 혼화재를 사용한 친환경 고성능 3성분계 시멘트 콘크리트 교면 포장의 성능을 평가하기 위하여 실험을 하였다. 광물질 혼화재의 혼입률 변화에 따른 3성분계 시멘트 콘크리트의 최적배합을 찾기 위하여 압축강도 및 휨강도 시험을 하였으며 최적배합을 사용하여 내구성 시험인 염소이온 침투저항성, 동결융해, 박리 저항성, 균열 저항성 및 알칼리골재반응 시험으로 친환경 고성능 3성분계 시멘트 콘크리트 교면 표장의 내구성 평가 및 신 구 콘크리트의 부착력을 평가하기 위하여 부착강도 시험을 하였다. 시험결과, 시멘트 70%, 고로슬래그 미분말15% 및 플라이애시 15%의 배합 바인더에서 압축강도 및 휨강도가 우수하게 나타났으며 이를 최적배합으로 도출하였다. 실내 및 시험시공에서 최적 배합을 사용한 실험결과는 염소이온 침투 저항성, 동결융해 저항성, 표면박리 저항성, 알칼리골재 반응 억제 및 내마모성이 우수하게 나타났다. 또한, 특수 제작된 Polymer Cement Mortar(Brooming)를 사용한 신 구 콘크리트의 부착력에서도 우수한 성능을 나타냈다.

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.

Many kinds of environment friendly agricultural materials (EFAMs) were used for the plant protection, furthermore they support the growth of crops in the greenhouses and the kindly environment friendly farming. Natural enemies might be used for control of insect pest with EFAMs at the same space and time. For testing the toxicity of EFAMs against to natural enemies, 10 EFAMs were selected and tested in small greenhouses and farm"s fields. In case of Harmonia axyridis larva, there was no predacious activity against cotton aphids in the block with EFAMMo L, EFAMPE D, EFAMME G and EFAMAE A, otherwise, aphid population was rapidly decreased in the control block without EFAMs. Both of Trialeurodes vaporariorum and Encarsia formosa population were slightly decreased in the block with EFAMs. There were significantly decreased in the block with IEFAM C, FEFAM D, EFAMSM Band EFAMPE D compared with control area. Especially, there was significantly maintained a very low population, both T. vaporariorum and E. formosa in the block with EFAMMo C. The parasitized ratio of Aphidius colemani is also very low in the block with EFAMs compared with control area. In the block with IEFAM C, FEFAM D, EFAMPE D and EFAMMo L, there were significantly different with control area in the number of mummies. Otherwise, in case of Diglyphus isaea and Liriomyza trifolii, there was no significantly different between blocks with and without EFAMs. In the block with EFAMMo C, Tetranychus urticae and Phytoseiulus persimilis populations were significantly maintained a very low level. However, the population of T. urticae was increased, but P. persimilis was decreased in the block with EFAMMo L.