• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 가을 학술발표대회 논문집(III)
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• pp.940-945
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• 1998

Recently, serious cracking problems have been reported in this country while the process of actual massive concrete construction. he hydration heat arising from the chemical reaction of cement with water causes temperature differentials in between inside and outside of a structural member, and these temperature differentials induce thermal stresses. In this paper, we described on the practical application and quality control of the mass concrete mixed with fly-ash. This project is investigating adiabatic temperature rise test of concrete, mock-up test in the laboratory, ad B/P before placing the mass concrete in site. As a result, we can be prevent temperature cracking from the cement hydration heat of mass concrete and also can be showed up secure quality control flow chart of mass concrete.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 봄 학술발표회 논문집
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• pp.210-219
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• 1997

This research which lays emphasis on ready mixed concrete standard 25-210~240kgf/$\textrm{cm}^2$ shows the influence caused by the ratio of ingredients of superplasticized concrete, and the flowing and strength development of mortar and concrete according to the ratio of ingredients. This research shows that flowability, compactability, and segregation resistivity are the best condition under the following ratio of ingredients: fly ash 30%, unit binders 490~510kg/$\textrm{m}^3$, unit weight of water 184~194kg/$\textrm{m}^3$, fine aggregate ratio 49~51%, and superplasticizer 1.1~1.5%. Following this ratio of ingredients, the reinforced concrete structures to need design strength 25-210~240kgf/$\textrm{cm}^2$ can apply to complicated constructions.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2018년도 추계 학술논문 발표대회
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• pp.108-109
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• 2018

Cement is the most widely used but generates a lot of CO₂, so we need a material to replace it. Using industrial by-products such as Silica Fume(SF), Blast furnace Slag(BS) and Fly Ash(FA) bring some advantages including CO₂ reduction and resource recycling. However, there is a limit to improve performance when using only one material. Therefore, the synergy effects of No cement binary mortar and ternary mortar were analyzed and compared. As a result, No cement ternary mortar had the strength higher than binary mortar. among ternary mortars, the specimen mixed 50% of BS had the highest strength. However, when SF was mixed by 20%, the flowability reduces. so 10% of SF, 40% of FA and 50% of BS is considered as the optimal mixing ratio.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2008년도 추계학술대회 논문집
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• pp.230-233
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• 2008

The vanadium rich ash of petroleum coke can give a slagging problem during because of the high melting point of $V_2O_3$. For continuous removal of the slag, petroleum coke is often mixed with coal, and the viscosity of the mixed slag is an important property, determining the gasification temperature. The viscosities of the mixed slag from various mixing ratios of petroleum coke and a bituminous coal were investigated. When mixed with a crystalline coal slag, $T_{cv}$ was increased at a higher the coke content in the mixed feed. When the $V_2O_3$ concentration was greater than 4.5%, it was difficult to get accurate measurements of $T_{cv}$. The SEM/EDX analyses of the cooled slag revealed that the major crystalline phase was anorthite, and $T_{cv}$ should be related to the formation temperature of anorthite. The SEM/EDX analyses also showed that, at low concentrations of vanadium, part vanadium formed a crystalline phase with Al-Si-Ca-Fe, and the rest remained in the glassy phase, suggesting that vanadium existed as a slag component at the low viscosity region. At a high concentration, vanadium forms a phase with Ca, and the Ca-V phase was separated from the slag phase, and formed a layer above the slag. FeO in petroleum coke also played an important role determining viscosity: at high temperatures, increased FeO lowered the viscosity, but as it formed a spinel phase, the depletion of FeO in the slag resulted in a higher viscosity.

• 동아시아식생활학회지
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• 제15권5
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• pp.582-590
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• 2005

The application of consomme prepared with different ratios of ground beef and ground chicken to improve taste preferences and the cost of foodstuffs was attempted by reviewing fundamental data and the effect on the sensory and physical characteristics of treatment These treatments were prepared with different ratios(9:1(A), 7:3(B), 5:5(C), 3:7(D), 1:9(E) w/w) of ground beef and ground chicken, respectively. Sensory properties were evaluated in the aspects of both acceptability and intensity. From the acceptability aspect, A treatment showed the highest scores in smell, B in mouthfeel and taste, A and B in color and overall acceptability, respectively. In terms of acceptability, B treatment was favored most for color, mouthfeel, taste and overall acceptability except smell. The more the ground chicken, the higher the intensity aspect E treatment showed higher values than A in all the intensity aspects. Moisture contents and crude proteins increased by increasing the mixed ratio of ground beef, whereas crude ash, solid matter and pH increased by increasing the mixed ratio of ground chicken. Tumidity values were the highest in E treatment, whereas the lowest in A. Tumidity values were increased significantly by increasing the mixed ratio of ground chicken. Viscosity increased by increasing the mixed ratio of ground chicken. The highest viscosity was shown in E treatment The colorimetric lightness values(L) decreased and redness(a), yellowness(b) and total color difference values(AE) increased significantly by increasing the mixed ratio of ground chicken. This experimental study showed that A and B treatment had the highest values in overall acceptability. The results of analysis in crude protein, solid matter, tumidity and viscosity were increased by increasing the mixed ratio of ground chicken. B treatment prepared with a ratio of 7:3 of ground beef and chicken had the most favorable sensory quality. These results suggested the basic information to improve acceptability and to save the costs of Consomme recipes for foodservice institutions.

• 한국토양비료학회지
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• 제45권5호
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• pp.853-860
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• 2012

비산재 혼합에 의한 $CH_4$과 $CO_2$ 방출 저감 가능성을 조사하기 위해 질소 ($(NH_4)_2SO_4$) 무처리구와 처리구를 두고 비산재를 0, 5, 10% 수준으로 혼합한 후 토양 수분 변동조건 (습윤기간, 전이기간, 건조기간)에서 60일간 실험실내 항온배양실험을 통해 $CH_4$과 $CO_2$ flux를 분석하였다. 전체 항온배양기간 중 평균 $CH_4$ flux는 $0.59{\sim}1.68mg\;CH_4\;m^{-2}day^{-1}$의 범위였으며, 질소 무처리구에 비해 처리구에서 flux가 낮았는데, 이는 질소 처리시 함께 시용된 $SO_4^{2-}$의 전자수용체 기능에 의해 $CH_4$ 생성이 억제되었기 때문으로 판단되었다. 질소 무처리구와 처리구에서 비산재 10% 처리에 의해 $CH_4$ flux가 각각 37.5%와 33.0% 감소하였는데, 이는 물리적인 측면에서 미립질 (실트 함량 75.4%)인 비산재 시용에 의해 통기성 대공극량이 감소되어 $CH_4$ 확산 속도가 저감되었기 때문으로 판단되었다. 또한, 생화학적 측면에서는 비산재의 $CO_2$ 흡착능에 의해 $CH_4$ 생성의 주요 기작 중 하나인 이산화탄소 환원에 필요한 $CO_2$ 공급이 억제된 것도 원인 일 수 있다. 한편, 전체 항온 배양 기간의 평균 $CO_2$ flux ($0.64{\sim}0.90g\;CO_2\;m^{-2}day^{-1}$) 역시 질소 무처리구가 질소 처리구보다 높았다. 이는 일반적으로 질소 시비에 의해 토양 호흡량이 증가한다는 기존의 연구결과와는 상이한데, 본 연구에서 질소 처리에 의해 활성화된 미생물에 의해 $CO_2$ flux 최초 측정 시점 (처리 후 2일째) 이전에 이미 상당한 양의 $CO_2$가 이미 방출되어 실측 flux에 반영되지 못했기 때문으로 설명이 가능했다. $CH_4$과 유사하게 $CO_2$ flux도 비산재무처리구에 비해 비산재 10% 처리구에서 약 20% 감소하였는데, 이는 비산재의 원소 구성 중 Ca과 Mg과 토양수내 탄산이온의 탄산염 ($CaCO_3$과 $MgCO_3$)화 반응에 의한 $CO_2$ 침전 때문이다. 이상과 같은 비산재 처리에 의한 $CH_4$과 $CO_2$ flux 감소에 의해 지구온난화지수 역시 비산재 10% 처리구에서 약 20% 감소하였다. 따라서, 비산재는 논 토양에서 $CH_4$과 $CO_2$ 방출 저감에 효과가 있는 것으로 나타났으며, 실재 벼 재배 포장에서의 실험을 통한 추가적인 검증이 필요하다.

• 플랜트 저널
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• 제6권2호
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• pp.70-77
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• 2010

This study investigated the characteristics of co-combustion of mixed anthracite (domestic and Vietnam) and bituminous coal (Sonoma, Australia) at circulating fluidized bed boiler in Donghae thermal power plant when mixing ratio of bituminous coal is variable. Co-combustion of bituminous coal contributes to improvement in general combustion characteristics such as moderately retaining temperature of furnace and recycle loop, reducing unburned carbon powder, and reducing discharge concentration of NOx and limestone supply owing to improvement in anthracite combustibility as the mixing ratio was increased. However, bed materials were needed to be added externally when the mixing ratio exceeded 40% because of reduction in generating bed materials based on reduction in ash production. When co-combustion was conducted in the section of 40 to 60% in the mixing ratio while the supplied particles of bituminous coal was increased from 6 mm to 10 mm, continuous operation was shown to be possible with upper differential pressure of 100 mmH2O (0.98 kPa) and more without addition of bed materials for the co-combustion of mixed anthracite and bituminous coal (to 50% or less of the ratio) and that of domestic coal and bituminous coal (to 60% of the ratio).

• 한국융합학회논문지
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• 제8권2호
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• pp.157-162
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• 2017

제지슬러지 소각재, 용광로 슬래그 미세분말 생석회, 무수석고 및 프라이애쉬 등을 혼합하여 무기계고화재를 제조하였다. 슬러지 처리용으로 개발된 고화재의 주성분은 SiO, $Al_2O_3$, $TiO_2$, $Fe_2O_3$, $Mn_2O_3$, CaO, MgO, $Na_2O$, $K_2O$, $P_2O$, $SO_3$이었다. 시멘트와 달리, 개발된 고화재에는 발암물질로 알려진 $Cr^{6+}$가 함유되지 않았다. 중금속 및 기름 오염토를 고화재와 혼합한 후 7일간 양생하여 빗물용출실험을 시행한 결과 중금속이 미미하였다. 하수슬러지 케이크 및 음식물쓰레기와 고화재를 각각 혼합하여 7일 양생 후 토양성분실험을 한 결과 중금속 함량이 환경기준치 이하로 나타났다. 슬러지, 고화재 및 첨가제 혼합시료를 비이커에 혼합한 후 암모니아 농도를 측정한 결과 3일 후 0이 되었다.

• 자원리싸이클링
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• 제23권3호
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• pp.13-20
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• 2014

현재 산업 및 토목기술의 발전으로 인한 콘크리트 구조물의 대형화 및 다양화가 시도되고 있으나 대형 구조물의 시공 시 발생하는 수화열은 온도균열을 유발하여 콘크리트 구조물의 내구성능을 저하시키는 문제를 발생한다. 본 논문은 시멘트의 종류에 따른 콘크리트의 내구성능 및 수화열 저감 특성을 고찰하기 위하여 보통포틀랜드시멘트, 플라이애쉬를 혼합한 2성분계 시멘트, 플라이애쉬와 고로슬래그를 혼합한 3성분계 시멘트 및 저발열 시멘트를 각 각 사용하여 제작한 콘크리트의 물성, 내구성능 및 수화특성 등의 결과를 비교 분석한 결과, 3성분계 혼합 시멘트가 내구성능 및 수화열 저감 효과에 가장 우수한 것으로 나타나 매스 콘크리트 및 내구성능이 요구되는 구조물 축조에 적합하다고 판단되었다.

• 암석학회지
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• 제13권2호
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• pp.64-80
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• 2004

한반도 남동부에서 어일분지내의 마이오세 화산암류는 성분상 규장질(67.2-70.5wt.% SiO$_2$)과 염기성(49.3-55.2wt.% SiO$_2$)으로 구성되는 쌍모식 조성을 나타낸다. 이 분지에서의 쌍모식 화산작용은 분지 발달과정과 밀접하게 연관되어 있으며, 화산암류는 분지내의 두터운 퇴적암층내에 협재되어 있으며, 특징적으로 반정 광물조합의 비평형을 나타낸다. 현무암질 용암에서는 융식된 석영 반정과 공존하는 감람석과 사방휘석 반정이 산출되고, 데사이트-유문암질 용결회류응회암에서는 사방휘석과 단사휘석이 반정으로 출현한다. 구성 광물상의 불균형으로부터 어일분지에서 일어난 쌍모식 화산활동에서 서로 다른 성분의 마그마 혼합이 크게 작용하였음을 시사해준다.