The effect of water vapor addition on the ignition delay of iso-octane/air mixture was numerically investigated with detailed chemical reaction mechanism. The Chemkin-III was utilized to evaluate the delay time of autoignition for isobaric conditions. By dilution effect and thermal effect, water vapor addition increases the ignition delay time. However, the chemical effect by adding water vapor makes the ignition delay shortened. The ignition delay by the chemical effect is reduced by two ways. Dissociation of water vapor increases the quantities of OH and H. One way is that OH directly makes the rate of iso-octane oxidation reaction 2 increase. The other is that HO2 is produced more by three-body reaction, H+O2+M →HO 2+M, which makes the rate of iso-octane oxidation reaction 3 increase. All trends of three effects are similar according to water vapor addition.

ZnO crystals with different morphologies are synthesized through thermal evaporation of the mixture of Zn and Cu powder in air at atmospheric pressure. ZnO crystals with wire shape are synthesized when the process is performed at 1,000 oC, while tetrapod-shaped ZnO crystals begin to form at 1,100 oC. The wire-shaped ZnO crystals form even at 1,000 oC, indicating that Cu acts as a reducing agent. As the temperature increases to 1,200 oC, a large quantity of tetrapod-shaped ZnO crystals form and their size also increases. In addition to the tetrapods, rod-shaped ZnO crystals are observed. The atomic ratio of Zn and O in the ZnO crystals is approximately 1:1 with an increasing process temperature from 1,000 oC to 1,200 oC. For the ZnO crystals synthesized at 1,000 oC, no luminescence spectrum is observed. A weak visible luminescence is detected for the ZnO crystals prepared at 1,100 oC. Ultraviolet and visible luminescence peaks with strong intensities are observed in the luminescence spectrum of the ZnO crystals formed at 1,200 oC.

본 연구는 유기농 호박 재배시 문제가 되는 흰가루병을 효과적으로 방제하기 위한 난황유 플러스와 pH교정황토유황합제의 처리기술을 개발하고자 하였다. 50개 호박 품종을 이용하여 흰가루병, 역병, 시들음병에 대한 병저항성 정도를 검정한 결과, 공시한 대부분의 품종은 흰가루병에 대해 감수성으로 나타났다. 덩굴쪼김병에 대하여 저항성을 보이는 품종은 FR계통의 대목품종 8개였다.역병에 대해서는 대부분 감수성을 나타내었으며, 3개(SP12, SP45, SP48)의 품종만이 중도 저항성을 보였다. 유기농 호박흰가루병을 방제하기 위해서는 0.3% COY(cooking oil and egg yolk mixture)보다 0.3% COY plus (cooking oil and egg yolk mixture plus 0.2% soluble CuSO4)나 1.0% PLS(pH adjusted loess sulfurmixture)를 사용하는 것이 흰가루병의 방제 지속 기간이 길고 효과적이었다. 또한 유기농 호박농가에서 0.3% COY plus나 1.0% PLS를 단독으로 처리할 경우 1주나 2주 간격으로 처리하는 것이 흰가루병 방제에 가장 효과적이며 0.3% COY plus나 1.0% PLS를 조합으로 처리할 경우 3주 간격으로 처리할 경우 흰가루병 방제 효과가 우수하였다. 따라서 0.3% 난황 유플러스(COY plus)나 1.0% pH교정황토유황합제(PLS)를 조합으로 처리할 경우 흰가루병 방제 효과가 우수하여 방제 비용을 절감하여 매우 경제적일 것으로 생각한다.

소나무재선충병의 예방을 위하여 실시하는 예방나무주사는 소나무재선충 피해를 예방할 수 있는 매우 효과적인 방제방법이지만 매개충에 대해서는 효과가 밝혀진 바 없다. 본 연구는 살선충제와 살충제가 혼합된 약제를 나무주사하여 소나무재선충병의 예방효과 뿐만 아니라 신초를 후식하는 하늘소류에 대해 소화중독에 의해 매개충살충까지 동시에 가능한 방제방법을 개발하기 위하여 실시하였다. Abamectin+Sulfoxaflor DC을 비롯한 3개 약종 2018년 3월 6일에 소나무에 나무주사 후 90여일 이 경과한 6월 5일에 소나무 가지에 망대를 설치하고 각 망대에 솔수염하늘소 1마리씩을 접종하여 7, 14, 21일의 살충율을 조사하였다. 나무주사된 3약종 모두 솔수염하늘소에 대하여 살충력이 우수한 것으로 나타났으며, 경기도 남양주시 잣나무림에 Abamectin+Sulfoxaflor DC를 나무주사 후 산란유인목을 설치하여 현장 실험을 실시한 결과 대조구와 비교하여 유충에 의해 발생된 목설흔이 매우 적게 나타나 소나무재선충병 방제에 적용 가능성을 확인할 수 있었다.

본 연구는 열 스트레스 (heat stress, HS)에 노출된 브로일러에서 혼합 생균제의 급여가 혈 액 생체지표, 면역반응, 맹장 미생물 및 생산성에 미치는 영향을 조사하였다. 총 400마리의 브로일러 수 컷 (Ross 308)을 각각 100마리씩 4그룹, C (대조군, 실온 25℃), HS (열 스트레스 33℃), HSP (HS플 러스 혼합 생균제 500, 750 mg/kg) 그룹으로 배치하였다. 브로일러의 증체량, 사료섭취, 사료요구율 및 면역기관 무게는 HSP 그룹에서 HS 그룹과 비교했을 때 증가하였다. 혈액 IgG, lymphocytes 농도는 HS 그룹에서 HSP그룹과 비교했을 때 증가하였고, heterophil과 lymphocyte(H:L)비율, 코르티코스테론 농도 및 폐사율은 낮았다. 맹장의 Lactobacillus는 HS 그룹과 비교했을 때 HSP 그룹에서 증가하였으나 Escherichia coli (E. coli), coliform bacteria, aerobic bacteria는 낮아졌다. 본 연구결과는 열 스트레스 에 노출된 브로일러에게 B. subtilis, S. galilaeus 및 Sphingobacteriaceae등 3가지 균주가 포함된 혼합 생균제를 급여해주면 면역반응 증진, 미생물 균형을 유지해줌으로써 폐사율을 낮추고 생산성을 개선할 수 있음을 시사해준다.

본 연구는 열 스트레스 (heat stress, HS)에 노출된 산란계에서 혼합 생균제의 급여가 생산성, 계란품질, 면역반응, 맹장 미생물 및 분 암모니아에 미치는 효과를 조사하였다. 총 400마리의 50주령 Hy-Line brown 산란계를 무작위로 각각 100마리씩 4 그룹, C (대조군, 실온 25℃), HS (열 스트레스 33℃), HSP (HS 플러스 혼합 생균제 500, 750 mg/kg)로 배치하였다. 산란계의 생산성, 계란품질, 비장 무게, 혈액 IgG 및 lymphocyte 농도는 HSP 그룹에서 HS 그룹과 비교했을 때 증가하였고, 코르티코스테론, heterophil과 lymphocyte의 비율 (H:L) 및 폐사율은 유의하게 낮았다. Lactobacillus는 HSP 그룹에서 HS 그룹과 비교했을 때 증가하였으나 Escherichiacoli (E. coli), coliform bacteria 및 aerobic bacteria는 유의하게 낮았다. 분에서 암모니아 발생은 HS 그룹이 HSP 그룹에 비해서 유의하게 증가하였다. 결론적으로, 이러한 혼합 생균제가 여름철 산란계의 더위 피해를 방해주고 면역반응, 맹장 미생물 균형을 경유하여 생산성, 계란품질 및 계분으로부터 악취 발생을 줄이는 데 효율적인 영양전략이 될 수 있음을 나타낸다.

A unique porous material with controlled pore characteristics can be fabricated by the freeze-drying process, which uses the slurry of organic material as the sublimable vehicle mixed with powders. The essential feature in this process is that during the solidification of the slurry, the dendrites of the organic material should repel the dispersed particles into the interdendritic region. In the present work, a model experiment is attempted using some transparent organic materials mixed with glass powders, which enable in-situ observation. The organic materials used are camphor-naphthalene mixture (hypo- and hypereutectic composition), salol, camphene, and pivalic acid. Among these materials, the constituent phases in camphor-naphthalene system, i.e. naphthalene plate, camphor dendrite, and camphornaphthalene eutectic exclusively repel the glass powders. This result suggests that the control of organic material composition in the binary system is useful for producing a porous body with the required pore structure.

본 연구는 연잎, 상엽, 건조 무 혼합 추출물의 wogonin, quercetin, quercetin-3-O-glucuronide의 함량 분석 및 해당 표준물질들의 동시 분석법의 개발 및 검증을 실시하였다. 분석법은 특이성, 직선성, 정확성, 정밀성, 검출한계 및 정량한계를 통하여 분석법의 신뢰성을 검증했다. HPLC를 이용한 분석방법에서 표준용액의 머무름 시간과 연잎, 상엽, 건조 무 혼합 추출물 중 quercetin-3-O-glucuronide의 머무름 시간이 일치하였으며 동일한 spectrum을 나타내는 것을 확인해 분석법의 특이성을 검증하였다. Wogonin, quercetin 및 quercetin-3-O-glucuronide의 검량선은 상관계수 값이 wogonin, quercetin 및 quercetin-3-O-glucuronide 모두 0.9999로 우수한 직선성을 보여 분석에 적합함을 알 수 있었고 정밀성과 정확성은 농도를 아는 시료에 인위적으로 저농도, 중농도, 고농도의 표준물질을 첨가해 계산하였다. Wogonin, quercetin, quercetin-3-O-glucuronide의 정밀성은 일간 정밀성, 일내 정밀성으로 확인했으며 세 가지 성분들의 일간 정밀성은 각각 0.76~1.24%, 0.90~1.40%, 0.74~1.87% 수준으로 확인되었고, 일내 정밀성은 0.12~1.06%, 0.28~1.12%, 0.52~0.92%로 5% 이하의 우수한 정밀성을 보였다. 정확성의 측정 결과 wogonin, quercetin 및 quercetin-3-O-glucuronide의 일간 정확성은 99.99~107.97%, 99.96~115.88%, 99.73~111.91%를 나타냈고 일내 정확성은 100.36~108.88%, 99.77~114.81%, 99.91~112.44%로 우수한 수준의 정확성을 보였다. Wogonin, quercetin 및 quercetin-3-O-glucuronide의 검출한계는 각각 0.16 μg/mL, 0.09 μg/mL, 0.15 μg/mL로 측정됐으며 정량한계는 각각 0.48 μg/mL, 0.26 μg/mL, 0.45 μg/mL로 나타나 저농도에서도 검출이 가능함을 확인할 수 있었다. 분석법 검증결과, 확립된 분석법은 특이성, 직선성, 정밀성, 정확성, 검출한계 및 정량한계가 모두 우수한 분석법임이 검증됐으며, 검증된 분석법을 이용해 연잎, 상엽, 건조 무 혼합 추출물의 wogonin, quercein, quercetin-3-O-glucuronide의 함량을 분석한 결과 wogonin과 quercetin은 검출이 되지 않았지만 quercetin-3-O-glucuronide는 함량을 가지고 있는 것으로 확인됐다. 본 연구 결과 에탄올로 추출한 11번(EM11) 샘플에서 quercetin-3-O-glucuronide의 함량이 가장 높게 나왔으며 열수와 에탄올로 추출한 샘플들이 함유하고 있는 quercetin-3-Oglucuronide의 함량은 불검출~50.95 mg/dry weight g 수준으로 함유되어 있는 결과를 보였다.

In order to improve the durability of the asphalt pavement, the glass fiber reinforced asphalt which reinforces the aggregate and the binder in three - dimensional form by adding glass fiber to the asphalt mixture has been studied and the durability improvement effect of the asphalt pavement has been confirmed. Porous pavement has been increasingly applied due to reduced traffic accidents and noise reduction, but durability problems such as aggregate stripping and pot-hole are emerging. This study evaluated the durability enhancement effect by adding glass fiber to the porous mixture. The cantabro loss ratio and the indirect tensile strength test were performed to evaluate the performance of the glass fiber reinforced porous mixture. The glass fibers were added to the mixture using PG76-22 and PG64-22 binder and not to the mixture using PG82-22 binder. The mixture using the PG76-22 binder was added 1.4% (PEGS 0.6%, Micro PPGF 0.2%, Macro PPGF 0.6%) glass fiber based on the weight of the mixture. The mixture using the PG64-22 binder was added 1.4% (PEGS 0.6%, Micro PPGF 0.2%, Macro PPGF 0.6%) and 2.1% %(PEGS 0.9%, Micro PPGF 0.3%, Macro PPGF 0.9%)glass fibers by weight of the mixture. The glass fibers were used at the same ratio as that applied to the conventional asphalt mixture test. As a result of the cantabro loss rate test, the mixture using the PG82-22 binder showed a loss rate of 10.7% at 20 ℃ and 22.4% at -20 ℃. The mixture using PG76-22 binder and 1.4% glass fiber showed a loss ratio of 13.2% at 20 ℃ and 26.7% at -20 ℃. The mixture using PG64-22 binder and 1.4% glass fiber showed a loss rate of 12.5% at 20 ℃ and 35.9% at -20 ℃. The mixture using PG64-22 binder and 2.1% glass fiber showed a loss rate of 11.9% at 20 ℃ and 26.6% at -20 ℃. The three mixtures (using of PG82-22 binder, PG76-22 binder + 1.4% glass fiber and PG64-22 binder + 2.1% glass fiber) satisfied quality standard of Ministry of Land, Infrastructure and Transport. As a result of the indirect tensile strength test, the mixture using the PG82-22 binder showed 0.73 N/㎟. The mixture using PG76-22 binder and 1.4% glass fiber showed 0.88 N/㎟. The mixture using PG64-22 binder and 1.4% glass fiber showed 0.62 N/㎟. The mixture using PG64-22 binder and 2.1% glass fiber showed 0.74 N/㎟. In this study, the durability enhancement effect was confirmed by adding glass fiber to the drainage mixture. We will do further research to confirm the optimal combination of glass fibers.

In this study, we conducted laboratory tests to evaluate the moisture resistance of the asphalt mixture containing air-cooled slag. Generally, in Korea, hydrated lime is used up to 1.5% of the aggregate weight to improve the moisture resistance of the asphalt mixture. The slag used in this study is a byproduct produced in the steel industry and can be produced through a specific process. And its chemical composition is similar to that of the hydrated lime stone and satisfies the filler quality standards of the Ministry of Land, Transport and Transport. In order to evaluate the moisture resistance of the asphalt mixture containing air-cooled slag, we conducted the dynamic immersion test, which is a non-compaction mixture test. Also we conducted the indirect tensile strength ratio test and the Hamburg wheel tracking test for compaction asphalt mixture test. As a result of the dynamic immersion test, the effect of stripping prevention was similar to that of hydrated lime because it did not show much difference from the hydrated lime mixture. In the case of indirect tensile strength test, the specimens prepared in the laboratory and on the site satisfied the quality standards of the Ministry of Land, Transport and Logistics and the TSR value increased with increasing the content of air-cooled slag. However, when the content of air-cooled slag is more than 2%, the indirect tensile strength value is getting lower. So it is judged that the appropriate content should be determined to be 2% or less. In the case of the Hamburg wheel tracking test, when the steel wheel load passed 20,000 times on the asphalt mixture containing 2% of air-cooled slag, it showed 5.27mm deformation. And the stripping point was not observed. In this study, it was found that when the air-cooled slag is used as a substitute for hydrated lime, the moisture resistance of the asphalt mixture can be improved. It is considered that the aircooled slag can be used for the asphalt pavement material through the characteristics analysis of mechanical and field application in the future

The Semi-Rigid Pavement (SRP) mixture is composed of Gap Graded Asphalt (GGA) mixture (air void = 20~28%) and cement paste. By inserting cement paste into voids in GGA mixture, SRP can provide not only flexibility but also rigidity characteristics on pavement performance. SRP can mitigate pavement surface temperature increase during summer session, provide better smoothness and mitigate rutting distress due to heavy weight vehicles, successfully. In Japan, SRP is widely applied in cross section area, heavy vehicle parking lot and highway ticketing booth in highway network system. In South Korea, SRP was introduced and applied since 2005. However, still more researches and studies are needed to understand material characteristics and improve performance of SRP. Moreover, the current SRP system in South Korea merely follows and adapts the aggregate gradation information from Japan which needs to be amended and customized into original material (i.e. aggregate, binder and cement) situation of South Korea. In this paper, SRP system based on Stone Mastic Asphalt (SMA) mixture design originated from Korea Expressway Corporation (KEC) and enhanced cement paste with addition of fly-ash and slags was developed. In addition, an optimized proportion between asphalt mixture air voids and cement paste amount with consideration of economic benefit was introduced. Based on field evaluation process it can be said that the newly developed SRP system can successfully adapted not only in static site on highway: parking lots or ticketing booth, but also in dynamic site on highway: driving and wheel path.

Since the first development of asphalt emulsion in 1920, the asphalt emulsions have been in existence for almost 100 years. The advantages of asphalt emulsion compared to hot asphalt and cut back binders are related to the low application temperature, compatibility with other water-based binders like rubber latex and cement, and lowsolvent content. Surface active agents(surfactants), also known as emulsifiers or emulsifying agents, are needed to provide the stability required over time. The type of asphalt emulsion is largely divided into two for the mixture which acts as a binder by mixing with the aggregate and for the bonding strength between asphalt pavement layers. The cold recycled asphalt mixture is affected the binding strength between asphalt and aggregate, depending on the properties of the asphalt binder as well as the emulsifier properties. Four kinds of emulsifiers(alkyl amines, ligine amine, fatty amine, alkyl amido polyamines) were used to make emulsified asphalt, and their basic properties (storage stability, cement mixing test, penetration, etc.) and aggregate film separation were measured. As a result, the penetration of the asphalt emulsion made by the type of alkyl amido polyamines emulsifier was measured to be about 10.4% higher, and the stripping of the bitumen-aggregate film was also lower about 21%. This is because polyamine has two or more primary amino groups –NH2 forms a strong binding force.

In Korea, concrete pavements were first applied to highways in 1981 and as a result of continued increase in length over the past years, 2,592 km of concrete pavement network is currently in service, of which 1,399 km(54%) of concrete pavements is 10 years or older, and 233km(9%) is 20 years or older. The length of concrete pavement sections nationwide has been steadily on the rise every year (EXTRI, 2017). Approximately 54% of current concrete pavement highway network will reach the service life limit in 2025 which means around 660 billion won is needed for future pavement repair project (EXTRI, 2017). Given that concrete pavements beyond design life still have a remaining service life, it is economically advantageous to repair them before reconstruction. Asphalt overlays are a major repair method for older concrete pavements. Depending on the concrete pavement condition, thickness and mixture of asphalt overlays are determined. Service life of asphalt overlays varies by the presence, time and size of cracks in existing concrete pavements and reflecting crack at joints. Temperature change of concrete pavement is among the major reaction parameters of reflecting crack. Reflecting crack develops when asphalt bottom-up cracking by longitudinal shrinkage and expansion due to temperature change of the concrete base layer, top-down cracking by temperature difference between top and bottom of concrete, and shear stress by traffic loading are combined (Baek, 2010). Crack and joint behaviors of concrete pavement vary between the base layer and the concrete surface of composite pavement system, and different conductivity by mixture and thickness of asphalt overlay leads to temperature change of concrete base course. This study measured temperatures of each layer of diverse composite pavements in place on site and analyzed differences in temperature change of concrete base layer depending on mixture and thickness of asphalt overlays. Overlay thickness parameters were 5cm and 10cm, two values most widely used, while mixture parameters were SMA and porous asphalt. Based on temperature change of concrete surface, this study also evaluated the difference of temperature change in concrete base layer with an asphalt overlay on top. Findings from this study are expected to be utilized for studies on mechanism and modeling of reflecting crack in old concrete pavements with asphalt overlays.

The aged asphalt binder included in RAP due to the oxidative aging, repeated vehicle load, climate process affects to the recycled asphalt mixture property and performance (stripping, port hole and premature cracking initiation) after paving. The rejuvenator commonly is used to recover the aged binder in hot mix asphalt (HMA) containing RAP; the effect of rejuvenator in HMA had been proven according to many studies for over the past several decades. Also, there are many methods for using RAP in asphalt mixture in aspects of HMA, cold asphalt mixture (CMA) and worm mix asphalt mixture (WMA), and a foamed asphalt mixture is one of them. Employing the foamed asphalt manufacturing technology, the content of RAP in recycled asphalt mixture can be increased more. The objectives of this study are to evaluate of rejuvenator influence on foamed asphalt mixture using 100% RAP based on strength change of test sample and stiffness change of recovered binder from RAP and specimen. As the results, when rejuvenator was added to make foamed asphalt mixture, MS and ITS values decreased clearly as compared with the foamed asphalt mixture without rejuvenator use. The use of rejuvenator up to 6% showed a tendency of the decrease of strength and stability remarkably. The use of rejuvenator over 6% did not decrease the strength and stability. DSR test results, the use of rejuvenator in making a foamed asphalt mixture using 100% RAP showed a recovery effect of the foamed asphalt mixture. And recovered binder from the specimen that was made adding the 6, 12 and 18% rejuvenator showed lower stiffness obviously compared to the recovered binder from RAP adding same dosage of rejuvenator.

This study evaluated the effect of steel slag and steel wool fibers (SWF) on self-healing performance of asphalt mixture. The microstructure and distribution of SWF in mixture were examined by a computerized tomography scan and image analysis program. Thermal conductivity was investigated using the thermal constant analyser. The heating rate and healing performance were measured by induction heating system. The results showed the uneven distribution and the agglomeration in the mixtures when the content of fibers exceed a certain dosage. It was found that the mix with steel slag had higher heating rate than the mix with normal aggregate; however, its healing performance was slightly lower because of the breaking of weak steel slag. Finally, the mechanical test results indicated that SWF can enhance the resistance and prolong the fatigue life of asphalt mixtures.