• 한국도로학회논문집
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• 제13권4호
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• pp.133-142
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• 2011

본 연구에서는 국토해양부 기준으로 제시된 선회 다짐횟수를 가열아스팔트 혼합물과 중온아스팔트 혼합물을 이용하여 검증하는데 그 목적이 있다. 다짐횟수 검증을 위하여 굵은골재최대치수 13mm와 19mm 1등급 골재와 가열아스팔트 혼합물용 PG64-22와 PG76-22, 중온아스팔트 혼합물용 PG70-22 아스팔트를 사용하였다. 또한, 각각의 바인더 별로 권장 다짐온도를 기준으로 4가지 온도에서 선회다짐 100회와 마샬다짐 75회의 다짐량을 비교하였다. 두 다짐기를 공극률 상으로 평가할 때 전반적으로는 선회다짐기의 다짐이 다소 더 잘 되었다. 공극률에 대한 분산분석 결과 두 다짐기 사이에 19mm 혼합물에서는 통계적 유의차가 나타났고 13mm의 경우 유의차가 나타나지 않았다. 특히 일정 다짐온도 이하에서 다졌을 경우 두 다짐기 모두 다짐이 불량하여 다짐온도를 확보하여 다짐하는 것이 매우 중요한 것으로 나타났다. 따라서, "가열 아스팔트 혼합물의 생산 및 시공"에서 제시한 선회 다짐횟수 100회는 지침에서 제시한 아스팔트 혼합물의 다짐온도를 준수한다면 마샬다짐기 양면 75회 다짐과 유사하거나 다소 좋은 다짐 량을 나타내는 것을 알 수 있었다.

• 한국도로학회논문집
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• 제11권1호
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• pp.1-12
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• 2009

폼드아스팔트를 이용한 현장 상온 재생아스팔트 혼합물에 대한 배합설계법이 아이오아 주 교통국에서 사용하기 위해 개발되었다. 상온 재생 폼드아스팔트 혼합물의 배합설계를 위한 실내시험절차를 개선하기 위하여 배합설계에 영향을 미치는 중요한 배합설계변수들을 결정하여 상온 재생 폼드아스팔트 혼합물의 특성을 반영할 수 있는 새로운 배합설계절차를 개발하였다. 개발된 배합설계법의 검증을 위한 한 가지 방법으로 상온 재생 폼드아스팔트 혼합물의 동탄성계수를 측정하였다. 본 연구에서는 새로운 simple performance testing 장비를 이용한 상온 재생 폼드아스팔트 혼합물의 동탄성계수 측정을 위한 표준시험절차를 정립하고, 7가지 재생 아스팔트 골재를 사용하여 생산된 상온 재생 폼드아스팔트 혼합물의 동탄성 계수를 측정하여 마스터곡선을 작성하였다. 또한 재생 아스팔트 골재의 특성이 상온 재생 폼드아스팔트혼합물의 동탄성 계수에 미치는 영향을 조사하였다. 3가지 온도와 6가지의 하중주기에서 측정된 상온 재생 폼드아스팔트 혼합물의 동탄성계수는 7가지 재생 아스팔트 골재에서 일관된 값을 나타내었으며, 작성된 상온 재생 폼드아스팔트 혼합물의 마스터곡선은 가열 아스팔트 혼합물의 마스터곡선에 비해 하중주기에 대해 덜 민감한 것으로 평가되었다. 저온에서는 재생 아스팔트 골재의 잔골재 함유량이 상온 재생 폼드아스팔트 혼합물의 동탄성계수에 영향을 미치는 것으로 나타났으며, 고온에서는 재생 아스팔트 골재의 잔류 아스팔트 특성이 상온 재생 폼드아스팔트 혼합물의 동탄성계수에 영향을 미치는 것으로 나타났다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2007년도 춘계학술논문 발표대회
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• pp.33-36
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• 2007

In order to select the optimum mix for the required fluidity and strength of mass concrete which is applied to transfer girder and to choose the optimum curing method depending on circumstances through hydration heat analysis of mass concrete, this study examined slump flow, air content and elapsed variation (0, 30, 60, 90) in unhardened concrete properties and reviewed compressive strength characteristics in hardening properties. And hydration heat analysis results through simulation are as follows; 1) Fluidity changes of unhardened concrete showed no significant difference, and those of elapsed variation also showed no difference but a bit of tendency to increase in comparison with the initial properties. 2) The higher the water-binder ratio was, the lower the compressive strength properties were, and the higher the fly ash replacement rate was, the lower the compressive strength development was. 3) In case of $Fc=40N/mm^2$, the optimum mix was fly ash replacement rate of 15% from water-binder ratio of 33.0%. 4) Hydration heat analysis results showed that in case of bundle cast, concrete temperature profile characteristics around transfer girder was unfavorable, and in case of separate cast, constant curing for at least seven days guaranteed thermal cracking index of 1.2.

• Tribology and Lubricants
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• 제27권2호
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• pp.109-114
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• 2011

The low temperature characteristics of automotive diesel have been legally regulated due to the fact that solid particle in diesel at low temperature can cause severe problems in the vehicle. The biodiesel is well known for eco-friendly fuel, which is one of the most popular alternative petrodiesel, but it is easy to solidified at low temperature than petrodiesel at low temperature. For that reason, in this study, we investigated the low temperature fuel characteristics of diesel-biodiesel blends which were prepared to mix 6 different kinds of biodiesel to winter diesel fuel, respectively. Also, we confirmed to improve low temperature fuel characteristics by pour point depressant.

• 한국초등과학교육학회지:초등과학교육
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• 제20권1호
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• pp.139-147
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• 2001

This paper is to study on the change of volume and temperature of the solution which mixed water with ethanol. And its main purpose is to examine closely how the volume changes, and to find the method to maximize the change of the volume. The summaries for results of the study are; First, we were known that water and ethanol are homogeneously mixed. But two solvents does not mix homogeneously by different specific gravity at early stages. Second, we could see that the volume changed large at homogeneous mixed water with ethanol by stirrer, the change of volume is the largest value when water mixed with ethanol in the ratio of one to one. Third, when water mixed with ethanol in the ratio of one to one, the change of temperature is very large by activated hydrogen bond. We conclude that it is the best result when ratio of water and ethanol is one to one and the solution is well mixed.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 봄 학술발표회 논문집(I)
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• pp.265-268
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• 1999

In this study, we manufactured the ultra-high strength concrete using mineral admixture which is easily workable. From the test results of compressive strength, It is concluded that the proper replacement ratio of silica fume should not exceed to 10% and the replacement of slag is more effective that the replacement of fly ash to gain very high compressive strength. Thermal stress analysis is conducted to find the way of controlling the thermal crack of ultra-high strength concrete. As results of thermal stress analysis, it was found that reducing placing temperature of concrete(pre-cooling) is effective to reduce thermal crack and placing concrete in high air temperature is more effective than placing concrete in low air temperature.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.445-448
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• 2006

In order to control the temperature crack of massive dam concrete, the selection of appropriate materials like binder, aggregates etc., is essential. To select the optimal mix proportion, ordinary portland cement(Type I) plus 25% of fly ash and low heat portland cement(Type IV) are used as binder, and 80mm of coarse aggregates are used to reduce the amount of binder and compare the compressive strength, hydration temperature and crack index. The results of this study are as following. 1. The strength of Type IV cement is advantageous on the long-term age. 2. According to the temperature measured on mock-up$(1.5m{\times}1.5m{\times}1.5m)$, and realized the thermal analysis, the Type IV cement carried out advantageous to control the thermal crack.

• 산업기술연구
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• 제29권B호
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• pp.107-113
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• 2009

For the environmental safety of the operating room and patient healthcare, the closed type rebreathing system is widely adopted. In order to reduce the anesthesia gas during surgery, the mixing ratio of anesthesia gas with breathing air should be precisely controlled. Generally, the breathing air passes through the vaporizer to mix the anesthesia gas, but there is a difficulty in controlling the mixing ratio precisely. In this paper, the stand-alone style vaporizer is designed and the operating characteristics are investigated. The vaporizer measures the temperature and pressure in the vaporizing chamber and chamber temperature is precisely controlled by proportional controlled heater. Exact quantity of anesthesia media is feeded by PID controlled peristaltic pump and vaporized gas is mixed with breathing air flow by PWM controlled solenoid valve. The experimental result shows that the vaporizer has an excellent command following performances that it can be applied to the low flow anesthesia system.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.430-435
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• 1997

This paper presents the material properties and production of 1400kg/$\textrm{cm}^2$ ultra high-strength concrete in consideration of the history of hydration temperature for the practical utilization. A series of laboratory tests were conducted to optimize the mix proportion and then the full-scall mock up tests were performed to investigate the practicability. The thermal sensors were installed prior to concrete casting into the walls and columns, to measure the hydration temperature during the hardening process, which is inevitable to select the most appropriate curing scheme.

• 한국식품조리과학회지
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• 제27권6호
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• pp.671-680
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• 2011

In this study, frying mix was prepared containing 0.5, 1.0, 1.5 or 2.0% brown rice fiber(BRF). The samples along with a control were then compared regarding their quality characteristics, including pasting properties, spreadability, pick-up ratio, color, textural characteristics, moisture and oil contents, and sensory qualities, all to determine the optimal ratio of BRF. For the pasting properties of frying mix, the control group was evidenced by a significantly higher peak viscosity, through viscosity, and final viscosity than that observed in the BRF samples. Breakdown was the highest at the 1.0% addition level, and time to peak viscosity and pasting temperature were maximal with the 0.5% addition. There was no significant difference in setback among the experiments. Spreadability and pick-up ratio of frying batter were not significantly different among the samples. As the BRF content increased, the lightness, greenness decreased, whereas yellowness increased. The BRF samples presented significantly higher hardness of fried batter than the control group and there was no significant difference in crispiness among the samples. Moisture content of fried sweet potato decreased with increasing BRF and oil content was the maximum on the control group. In the sensory evaluation, appearance, color, flavor, savory taste, yellowishness, coating thickness, off-flavor, and oiliness were not significantly different among the fried sweet potato samples. Bindingness, crispiness, and chewiness were highest in the control samples but minimal at a addition level of 2.0%. The control group evidenced significantly higher overall acceptability than were observed in the BRF samples. In conclusion, the results demonstrated that 0.5~1.0% BRF may prove quite useful as a additive for frying mix in the preparation of fried sweet potato and may provide favorable textural and functional properties.