• 한국도로학회논문집
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• 제17권3호
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• pp.35-47
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• 2015

PURPOSES : A tack coat has been utilized to increase the bond performance between the surface layer and base course (intermediate course) at various road pavement sites. This is similarly true in other nations. Based on this connection, the objective of the present study is to evaluate the properties of hot mix asphalt (HMA) mixtures with an RSC-4 or BD-Coat and determine the application rate of the tack coat. METHODS : The HMA specimens were manufactured using superpave gyratory compaction. The HMA mixtures were composed of a 5-cm thick surface layer and a 10-cm thick base course. An impact hammer resonance test (IHRT) and a static load shear test were conducted to evaluate the performance of the HMA mixtures with a tack coat. From these tests, the dynamic moduli related to the high-frequency resistance and interlayer shear strength (ISS) of HMA could be obtained. RESULTS : The results of the dynamic moduli of HMA are discussed based on the resonance frequency (RF). To check the accuracy of the IHRT, we conducted a coherence analysis. A direct shear test using the application of a static load test was carried out to evaluate the interlayer shear strength (ISS) of HMA. CONCLUSIONS : The maximum ISS was demonstrated at an RSC-4 application rate of 462 gsm, and the maximum dynamic modulus was demonstrated at an RSC-4 application rate of 306 gsm. By averaging the results of the ISS, the maximum ISS values were obtained when a BD-Coat application rate of 602 gsm was applied.

• 한국방사성폐기물학회:학술대회논문집
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• 한국방사성폐기물학회 2003년도 가을 학술논문집
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• pp.109-116
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• 2003

국내 원자력 산업의 급속한 성장과 더불어 하나로 시설의 본격적인 가동 및 핵연료주기시험과 관련한 연구의 증가로 인하여 방사성폐기물의 발생량 및 누적량이 지속적으로 증가될 전망이며, 이에 따라 방사성폐기물의 안전성 확보 및 감용 처리를 위한 노력이 더욱 강조되고 있다. 조사후시험시설에서는 원자력발전소에서 발생하는 사용후핵연료봉의 결함원인 규명과 건전성 평가를 위한 조사후시험을 수행하고 있으며, 본 연구에서는 조사후시험시설에 설치되어 있는 방사성고체폐기물 처리설비를 활용하여 조사후시험에서 발생하는 폐기물의 압축, 파쇄, 절단기술 및 경험사례에 대하여 기술하였다. 고준위 방사성고체폐기물 처리는 특수 제작하여 핫셀에 설치되어 있는 100톤 압축기로 방사성고체폐기물을 압축하여 폐기물의 양을 1/12정도로 감용 처리하였으며, 중ㆍ저 위 방사성고체폐기물은 인터벤션에 설치된 60톤 압축기를 사용하여 가연성폐기물을 1/8정도로 압축 감용 처리하였다. 폐플라스틱 통은 파쇄기를 사용하여 절단처리 함으로써 1/5, 폐 필터는 1/6의 감용 비를 얻었으며, 비 가연성물질인 금속류 물질 또한 절단 처리하여 드럼의 양을 줄일 수 있었다.

• 한국농공학회논문집
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• 제63권2호
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• pp.41-50
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• 2021

The asphalt pavement industry has introduced the warm-mix asphalt (WMA) as a mean of energy saving and environmentally safe technology, because the WMA mixture can be mixed and compacted at 30℃ lower than conventional hot-mix asphalt (HMA) at 160℃ or higher. The implementation of WMA can be a good option for paving operations for rural road in remote place, not only due to energy saving and environmental issues, but also lower working temperature. Using WMA technology, the cooled-down asphalt mixture can be still compacted to meet the quality requirement in narrow winding rural road in remote places. Therefore, this study is designed to evaluate engineering properties of WMA binders and concretes, which were prepared for rural road pavement. The objective of the study was to evaluate and suggest proper fundamental properties level of the WMA concrete for rural road pavement. The kinematic viscosity test result indicated that the WMA binders used in this study were effective for compaction at lower temperature, i.e., at 115℃, compared to the HMA binder. According to strength property analyses, it was found that the WMA concrete was acceptable for rural road pavement even though it was compacted at 30℃ lower level. Since the deformation strength (SD) of 3.2 MPa was found to satisfy rutting and cracking resistance minimum guidelines, this value was suggested as a minimum SD value for rural road pavement, considering lack of maintenance program for rural area.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.1231-1238
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• 2010

Recently, the utilization of recycled aggregates for backfilling a power transmission pipeline trench has been increasing due to the issues of eco-friendly construction and shortage of natural aggregate resource. It is important to investigate the physical and thermal properties of the recycled aggregates that can be used as a backfill material. This study presents the thermal properties of two types of recycled aggregates with various particle size distributions. The thermal properties of the recycled aggregate were measured using the transient hot wire method and the probe method after performing the standard compaction test using an automatic compactor. Similar to silica sand, the thermal resistivity of the recycled aggregates decreased when the water content increased. This study shows that the recycled aggregate can be a promising backfill material substituting for natural aggregate when backfilling the power transmission pipeline trench.

• 한국분말재료학회지
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• 제10권1호
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• pp.15-20
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• 2003

Hybrid $A1_2O_3-TiC$ ceramic particle reinforced 6061 and 5083 Al composite powders were prepared by the combination of twin rolling and stone mill crushing process, followed by consolidating processes of cold compaction, degassing and hot extrusion. The composite bar consists of lamellar structure of ceramic particle rich area and matrix area, in which the hybrid was decomposed into each TiC of about $3-4\mutextrm{m}$ and $AI_2O_3$ particles of about $1-2\mutextrm{m}$ in diameter. It also found that fine $Mg_2Si$ precipitates of about 30 nm were embedded in the matrix, which have grains of about 3 $\mutextrm{m}$. Higher UTS was measured at the 5083 composite bar compared to the conventionally fabricated composite, due to again refinement effect by the rapid solidification. No particle was shown to form in the interface between the matrix and reinforcement, whereas carbon was diffused into the matrix.

• 한국재료학회지
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• 제9권8호
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• pp.817-824
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• 1999

$Al_2$$O_3$-SiC 화합물 분말이 $SiO_2$, A1 그리고 C 분말들을 원료분말로 하여 SHS(self-propagating High-temperature Synthesis)법에 의해 제조되었다. 원료 분말에서의 몰비, 성형압력, 반응물의 초기온도의 영향이 생성물과 연소과정에 대해 연구되었다. $SiO_2$/A1/C계의 자전연소합성은 낮은 연소온도 때문에 $400^{\circ}C$ 이상으로 예열되어야 한다. 연소반응의 결과로서 최종생성물의 순도는 반응물의 순도보다 높았다. 이 계에서 $SiO_2$:Al:C의 적당한 몰비는 3.0:4.0:6.0이었고, free carbon은 30min 동안 $650^{\circ}C$에서 배소함으로써 제거되었다. 본 연구에서 상압소결은 $1700^{\circ}C$에서 powder bed를 사용한 표본의 분해를 제어하고 치밀한 소결체를 얻는데 매우 효과적이었다. hot-pressing으로 생성된 소결체는 이론비교밀도의 약 98%이었다.

• 한국산학기술학회논문지
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• 제16권3호
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• pp.2229-2233
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• 2015

아스팔트 포장의 투수성은 포장의 장기적 공용성에 아주 큰 영향을 미친다. 특히, 시공 시 포설 두께에 따른 투수계수가 크게 변화하는 것으로 알려져 있다. 이 연구에서는 많이 사용되고 있는 밀입도 아스팔트 포장의 시공 시 포설두께에 따른 물성치와 투수계수를 실내에서 측정하여 포설두께에 따른 물성치의 상관관계를 도출하고자 하였다. 실제 포설 현장에서 직접 시편을 코어 채취하여 실내시험을 수행하였다. 포설되는 포장의 두께, 다짐횟수가 다른 위치에서 시료를 채취하였으며 각각의 조건에 따른 실험결과를 비교/분석하였다. 연구결과 겉보기밀도와 t/NMAS가 감소할수록 투수계수는 증가하였고, 공극률이 증가할수록 투수계수가 증가하는 것으로 나타났다. 따라서, 현재 사용되고 있는 일률적인 포설두께에 대한 시공법을 투수계수 변화를 고려하여 다소 조정 할 필요가 있는 것으로 나타났다.

• 한국도로학회논문집
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• 제15권4호
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• pp.107-116
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• 2013

PURPOSES: The liquid-type chemical warm-mix asphalt (WMA) additive has been developed. This study evaluates the basic properties of the additive and the mechanical properties of WMA asphalt and mixture manufactured by using the newly developed chemical additive. METHODS: First, the newly developed WMA additive was applied to the original asphalt by various composition of additive components and dosage ratio of additive. These WMA asphalt binders were evaluated in terms of penetration, softening point, rotational viscosity, and PG grade. Based on the binder test results, one best candidate was chosen to apply to the mixture and then the mechanical properties of WMA mixture were evaluated for moisture susceptibility, dynamic modulus, and rutting and fatigue resistance. RESULTS : According to the binder test, WMA asphalt binders showed the similar properties to the original asphalt binder except the penetraion index of WMA additive was a little higher than original binder. From the Superpave mix design, the optimum asphalt content and volumetric properties of WMA mixture were almost the same with those of hot mix asphalt (HMA) mixture even though the production and compaction temperatures were $30^{\circ}C$ lower for the WMA mixture. From the first set of performance evaluation, it was found that the WMA mixture would have some problem in moisture susceptibility. The additive was modified to improve the resistance to moisture and the second set of performance evaluation showed that the WMA mixture with modified chemical additive would have the similar performance to HMA mixture. CONCLUSIONS : Based on the various laboratory tests, it was concluded that the newly developed chemical WMA additve could be successfully used to produce the WMA mixture with the comparable performance to the HMA mixture. These laboratory evaluations should be confirmed by applying this additive to the field and monitoring the long-term performance of the pavement, which are scheduled in the near future.