• 한국도로학회논문집
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• 제15권4호
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• pp.43-51
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• 2013

PURPOSES : The main purposes of this study are to examine the influences of polyethylene wax-based WMA additive on the optimum asphalt content of warm-recycled asphalt mixture based on the Marshall mix design and to evaluate performance of warm-recycled asphalt mixture containing 30% RAP with polyethylene wax-based WMA additive. METHODS: Physical and rheological properties of the residual asphalt were evaluated in terms of penetration, softening point, ductility and performance grade (PG) in order to examine the effects of polyethylene wax-based WMA additive on the residual asphalt. Also, To evaluate performance characteristics of the warm-recycled asphalt mixtures using polyethylene wax-based WMA additive along with a control hot-recycled asphalt mixture, indirect tensile strength test, modified Lottman test, dynamic immersion test, wheel tracking test and dynamic modulus test were conduced in the laboratory. RESULTS : Based on the limited laboratory test results, polyethylene wax-based WMA additive is effective to decrease mixing and compacting temperatures without compromising the volumetric characteristics of warm-recycled asphalt mixtures compared to hot-recycled asphalt mixture. Also, it doesn't affect the optimum asphalt content on recycled-asphalt mixture. All performance test results show that the performance of warm-recycled asphalt mixture using polyethylene wax-based WMA additive is similar to that of a control hot-recycled asphalt mixture. CONCLUSIONS: Overall, the performance of warm-recycled asphalt mixture using polyethylene wax-based WMA additive is comparable to hot-recycled asphalt mixture.

• 한국건설순환자원학회논문집
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• 제6권3호
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• pp.199-206
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• 2018

아스팔트의 재활용 기술은 화석연료 감소, 탄소 저감, 포장 성능 개선 등의 장점으로 인해 지난 20년간 선진국의 도로 건설 및 유지관리를 위해 개발되고 적용되고 있다. 상온 재생 아스팔트 혼합물은 상온에서 폐아스콘 순환골재를 물과 유화 아스팔트와 함께 혼합하는 역청재료이다. 본 논문은 폐아스콘 순환골재 혼입율에 따라 알칼리 활성화 채움재를 사용한 상온 재생 아스팔트 혼합물의 특성을 검토하고자 하였다. 그 결과 폐아스콘 순환골재의 혼입율이 증가할수록 상온 재생 아스팔트 혼합물의 마샬 안정도가 감소하고 공극률이 증가하였다. 또한, GR에서 정하고 있는 상온 재생 아스팔트 혼합물의 입도 기준을 모든 골재 혼합 조건에서 만족하였다.

• 한국도로학회논문집
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• 제17권6호
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• pp.55-63
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• 2015

PURPOSES : The objective of this study is to investigate the properties of recycled asphalt binders with five different rejuvenators, in order to evaluate the applicability of the recycled asphalt binders compared with the original asphalt binder. METHODS : In order to simulate recycled asphalt binders, fresh asphalt binders are aged by various Superpave aging procedures, such as the rolling thin-film oven (RTFO) and the pressure aging vessel (PAV). Then, selected rejuvenators are added to the aged asphalt binders in the amount of 5%, 10%, and 15%. The asphalt binder properties are evaluated by the dynamic shear rheometer (DSR), the rotational viscometer (RV), and the bending beam rheometer (BBR). In this study, AP-5 (penetration grade 60-80, PG 64-16) asphalt binder is used. A total of five types of rejuvenators are employed. RESULTS AND CONCLUSIONS : When considering aged asphalt without a new asphalt binder, it seems that the percentage of rejuvenator used in Korea is a bit too low, and that it fails to possess the characteristics of the original binder. From the current practice of evaluating the properties of recycled binder based on penetration ratio only, the amount of rejuvenator required is similar for the long-term-aged binder, but is excessive for the longest-term aged binder, causing deterioration of workability and stiffness of the recycled binder.

• 한국도로학회논문집
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• 제20권4호
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• pp.27-34
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• 2018

PURPOSES : The objective of this study is to evaluate the physical properties of recycled asphalt mixtures reinforced with glass fiber. METHODS : Firstly, mixing design was conducted on recycled asphalt mixture for use of 50% recycled aggregate. Various laboratory tests were performed on four types of recycled asphalt mixtures with different glass fiber content to evaluate the physical properties. The laboratory tests include indirect tensile strength test, dynamic modulus test, Hamburg wheel tracking test and tensile-strength ratio to evaluate cracks, rutting and moisture resistance of mixtures. RESULTS : The indirect tensile strength of fiber reinforced glass increased about 139.4%. As a result of comparing the master curves obtained by the dynamic modulus test, the elasticity was low in the low temperature region and high in the high temperature region when the glass fiber was reinforced. The glass fiber contents of PEGS 0.3%, Micro PPGF 0.1% and Macro PPGF 0.3% showed the highest moisture resistance and rutting resistance. CONCLUSIONS : The test results show that use of glass fiber reinforcement can increase the resistance to cracking, rutting, and moisture damage of asphalt mixtures. It is also necessary to validate the long-term performance of recycled asphalt mixtures with glass fiber using full scale pavement testing and field trial construction.

• 한국도로학회논문집
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• 제20권1호
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• pp.97-105
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• 2018

PURPOSES : Asphalt concrete pavement is damaged by various causes such as traffic and environmental loads. The distressed pavement should be maintained by various methods to provide a comfortable and safe pavement for the driver. This study evaluates the effect of adding a mixing procedure to enhance the mixture quality in the hot in-placement recycled asphalt pavement method, which is an asphalt-pavement maintenance method. METHODS : Various test methods such as Marshall stability and dynamic stability, were employed to estimate the recycled asphalt mixture with and without an additional mixing, using the hot in-placement recycled asphalt pavement method. RESULTS : The mixture samples used in this study were taken before and after the addition of the mixer in the hot in-placement recycled asphalt pavement method (HIR) at field construction sites in GongJu and JinJu in South Korea. The test results of both mixtures satisfied the asphalt-mixture standard specifications. CONCLUSIONS : This study confirmed that adding a mixer in the HIR method results in a well-mixed new asphalt mixture, rejuvenator, and reclaimed asphalt mixture.

• 한국도로학회논문집
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• 제19권2호
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• pp.67-74
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• 2017

PURPOSES : The objective of this study is to ascertain the curing period of cementless cold central plant recycled asphalt base-layer, using mechanical analyses and specimen quality tests on the field. METHODS : Cold central plant recycled asphalt base-layer mixture was produced in the plant from reclaimed asphalt, natural aggregate, filler for the cold mix, and the modified emulsion AP using asphalt mix design and plant mix design. In order to examine the applicability of the curing period during the field test, the international standards for the possibility of core extraction and the degree of compaction and LFWD deflection were analyzed. Moreover, Marshall stability test, porosity test, and indirect tensile strength test were performed on the specimens of asphalt mix and plant mix design. RESULTS : The plant production process and compaction method of cementless cold central plant recycled asphalt base-layer were established, and the applicability of the optical moisture content for producing the mixture was verified through the field test. In addition, it was determined that the core extraction method of the conventional international curing standard was insufficient to ensure performance, and the LFWD test demonstrated that the deflection converges after a two-day curing. However, the back-calculation analysis reveals that a three-day curing is satisfactory, resulting in a general level of performance of dense asphalt base-layer. Moreover, from the result of the specimen quality test of the asphalt mix design and plant mix design according to the curing period, it was determined that the qualities satisfied both domestic and international standards, after a two-day curing. However, it was determined that the strength and stiffness after three-day curing are higher than those after a two-day curing by approximately 3.5 % and 20 %, respectively. CONCLUSIONS:A three-day curing period is proposed for the cementless cold central plant recycled asphalt base-layer; this curing period can be demonstrated to retain the modulus of asphalt-base layer in the field and ensure stable quality characteristics.

• 한국건설순환자원학회논문집
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• 제8권3호
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• pp.302-309
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• 2020

건설폐기물 중간처리시설에서 발생하고 있는 폐슬러지를 건조 분쇄한 순환 슬러지와 재활용되지 못하는 폐유리병을 가공처리한 순환 유리골재를 순환 상온아스팔트에 적용하기 위한 기초연구로서 순환 슬러지 및 순환 유리골재의 사용에 따른 순환 상온아스팔트의 특성을 비교·검토하였다. 그 결과 순환 슬러지를 채움재로서 사용량을 증가할수록 순환 상온아스팔트 혼합물의 마샬 안정도, 간접인강강도, 인장강도비는 감소하고 흐름값, 공극률은 증가하는 것으로 나타났다. 또한 순환 유리골재를 사용함으로서 순환 상온아스팔트 혼합물의 마샬 안정도, 간접인강강도, 인장강도비는 감소하고 흐름값, 공극률은 증가하는 것으로 나타났다.

• 한국건설순환자원학회논문집
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• 제6권2호
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• pp.112-118
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• 2011

환경에 관련된 인식이 급격하게 변화되는 현재의 흐름에 따라 도로포장부문에서 별다른 주목을 받지 못하던 재생아스팔트포장에 관한 실제 성능 및 적용성을 알아보고자 실내실험, 현장 시공 및 공용성능에 대한 추적조사를 실시하였습니다. 문헌고찰을 통하여 재생아스팔트포장의 현장적용에 대한 정보를 수집하였고 실제 생산현장과 접촉하여 시료를 획득하여 배합설계와 현장시공을 2차례에 걸쳐 실시하였습니다. 배합설계(실내실험)에서는 재생골재의 세립분 및 골재파쇄로 인해 배합설계에 시간소모가 많았으며 목표입도를 맞추는데 어려움이 있었으나, 공용성능 추적조사에서는 시험시공구간의 균열이 시공후 5-6년 이후에도 발견되지 않았고 기타 포장파손도 발견되지 않아 양호한 상태를 나타내고 있었습니다. 또한, DSR을 이용한 재생바인더에 대한 피로시험결과, 일반적으로 선택되고 있는 재생골재 투입비율 30%에서 바인더의 피로수명이 베이스 아스팔트에 비하여 약 30~40%정도 감소하는 것으로 나타났습니다. 결론적으로 재생아스팔트포장의 취약점으로 알려진 균열문제는 충분한 품질관리를 통하여 극복될 수 있으며 이 품질관리에는 적절한 바인더 선택이 매우 중요할 것으로 판단됩니다. 재생아스팔트포장은 일반아스팔트포장과 비교하여 품질에 큰 차이는 없으며 재생골재의 투입비율과 바인더 선택을 적절히 하는 경우에는 국가적으로 이산화탄소 발생 억제를 통한 환경보호와 비용절감을 동시에 이룰 수 있을 것으로 보입니다.

• 한국도로학회논문집
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• 제20권1호
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• pp.27-33
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• 2018

PURPOSES : The purpose of this study is to estimate the optimum content of an inorganic additive for cold-recycled asphalt mixtures and evaluate its performance. METHODS : An indirect tensile test, a tensile-strength ratio test, and an indirect tensile-fatigue test were conducted on cold-recycling asphalt mixtures with various additives. RESULTS : The laboratory performance tests indicated that granulated blast-furnace slag mixed with inorganic and cement activators provided optimum performance. The performance results of the cold-recycled asphalt pavement were similar to the inorganic and cement activators' performance in terms of the indirect tensile strength, tensile strength ratio, and indirect tensile-fatigue test. CONCLUSIONS : Overall, the performance of a cold-recycled asphalt mixture using inorganic additives and emulsion asphalt was comparable to a warm-recycled asphalt mixture. However, more experiments aimed at improving its performance and studying the effect of the inorganic additives must be conducted.

• 한국도로학회논문집
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• 제7권3호
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• pp.71-78
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• 2005

본 연구는 판유리 등의 생산 기초 원료인 소다회 $(Na_2CO_3)$ 생산 과정에서 발생되는 산업 부산물인 부산석회를 아스팔트 혼합물의 채움재로서 재활용 가능성을 검토하여 부산석회의 실질적인 활용 방안을 제시하고자 한다. 이를 위하여 부산석회를 기존의 석회석분 채움재에서 중량 대비 25%, 50%, 75%, 100%로 대체하여 제조한 아스팔트 혼합물에 대해 간접인장강도 시험, 회복탄성계수 시험, 수분 민감성 시험, 반복하중 간접인장 시험, 휠트래킹 시험을 실시하여 부산석회의 채움재 활용 가능성을 파악하였다. 또한 기존 석회석분 채움재를 사용한 아스팔트 혼합물과 소석회 (Hydrated Lime)를 사용한 아스팔트 혼합물의 공학적 특성을 비교 분석하여 부산석회를 재활용한 아스팔트 혼합물의 성능 증진 효과를 평가하고 본 기술의 실용화 가능성을 판단하였다.