• Structural Engineering and Mechanics
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• 제92권2호
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• pp.149-161
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• 2024

Previous research has identified inadequate flexibility in concrete pavements due to the use of high-strength concrete mixtures. This research investigates whether this problem can be addressed by partially replacing some fine and coarse aggregate components with waste rubber from shredded tires, the safe disposal of which otherwise is a major environmental concern. Using finite element software ABAQUS, this study analyses 3D pavement model behavior in terms of internal stress development and deflection at critical load points. This analysis is carried out for concrete slabs of differing waste rubber proportions and varying thicknesses. Results show that the maximum tensile stress is reduced, and maximum deflection is increased as the rubber content in pavement concrete slab is increased. The stresses and deflection of concrete pavement slab are reduced as the thickness of the slab is increased. The influence of increasing the base coarse modulus is significant in terms of reduction in tensile stress development. However, the reduction in deflection is found to be relatively marginal, especially in low-percentage rubberized pavement concrete slabs.

• 한국화재소방학회논문지
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• 제26권6호
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• pp.99-108
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• 2012

본 연구에서는 최근 빈번히 발생하고 있는 폐타이어의 가공 및 저장상황에서의 산화열에 의한 자연발화현상을 규명하기 위해 폐타이어 분쇄물에 대한 화재 재연실험과 가공 및 저장장소에서 수거한 화재 잔존물에 대한 면밀한 성분 분석 및 발화개시온도, 무게감량, 반응열 등을 분석하였다. 이를 위해 열축적이 용이한 폐타이어 분쇄물 2.5~15 mm 범위의 파쇄된 분쇄물을 대상으로 재연실험 및 DSC 및 TGA, DTA, DTG, GC/MS를 통한 열분석을 시행하여 자연발화의 가능성에 대한 과학적인 개연성을 부여하고자 하였다. 연구결과를 살펴보면 재연실험을 통하여 관찰한 결과 48시간 저장시에 온도의 급상승($178^{\circ}C$) 및 탄화현상, 연기발생이 관찰되었다. 또한 DTA, DTG 분석한 결과 $166.15^{\circ}C$에서 최초 중량감소가 일어나는 것으로 분석되었다. 아울러 DSC 및 TGA를 이용한 폐타이어 분쇄물 1(Unburnt)의 실험결과 $180^{\circ}C$ 부근에서 열분해를 시작하는 것으로 나타나 폐타이어의 발화 개시온도는 $160{\sim}180^{\circ}C$라고 말할 수 있다. 그리고 $305^{\circ}C$에서 최초 원료 무게의 10 % 중량감소가 있었고, 원료 무게의 50 % 중량감소는 $416^{\circ}C$로 분석되었다. 또한 GC/MS와 DSC를 이용한 산화성 및 자기반응성시험에 있어서는 1,3 cyclopentnadiene 등 산화성성분이 다량 검출되었지만 표준물질과 폐타이어 분쇄물과의 열분석실험결과 기준치 이하로 분석되어 자기반응성은 없는 것으로 분석되었다. 따라서 폐타이어의 산화열에 의한 자연발화현상을 방지하기 위해서는 분쇄시 열축적이 적거나 없는 냉동파쇄방식 등의 가공공정으로 전환유도를 고려해야하며 현재 파쇄 분쇄물을 대형 마대(500 kg)로 저장하는 방식에서, 마대를 소형화하여 분쇄물을 분산 저장하는 등의 방법으로 열축적을 방지해야한다.

• 한국도로학회논문집
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• 제18권4호
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• pp.29-35
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• 2016

PURPOSES : The new waste management policy of South Korea encourages the recycling of waste materials. One material being recycled currently is tire-derived fuel (TDF) ash. TDF is composed of shredded scrap tires and is used as fuel in power plants and industrials plants, resulting in TDF ash, which has a chemical composition similar to that of the fly ash produced from coal. The purpose of this study was to evaluate the properties of an asphalt concrete mix that used TDF ash as the mineral filler. METHODS : The properties of the asphalt concrete were evaluated for different mineral filler types and contents using various measurement techniques. The fundamental physical properties of the asphalt concrete specimens such as their gradation and antistripping characteristics were measured in accordance with the KS F 3501 standard. The Marshall stability test was performed to measure the maximum load that could be supported by the specimens. The wheel tracking test was used to evaluate the rutting resistance. To investigate the moisture susceptibility of the specimens, dynamic immersion and tensile strength ratio (TSR) measurements were performed. RESULTS : The test results showed that the asphalt concrete containing TDF ash satisfied all the criteria listed in the Guide for Production and Construction of Asphalt Mixtures (Ministry of Land, Infrastructure and Transport, South Korea). In addition, TDF ash exhibited better performance than that of portland cement. The Marshall stability of the asphalt concrete with TDF ash was higher than 7500 N. Further, its dynamic stability was also higher than that listed in the guide. The results of the dynamic water immersion and the TSR showed that TDF ash shows better moisture resistance than does portland cement. CONCLUSIONS : TDF ash can be effectively recycled by being used as a mineral filler in asphalt, as it exhibits desirable physical properties. The optimal TDF ash content in asphalt concrete based on this study was determined to be 5%. In future works, the research team will compare the characteristics of asphalt concrete as function of the mineral filler types.