• Advances in concrete construction
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• 제4권4호
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• pp.231-242
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• 2016

The major problem of a coal combustion-based power plant is that it creates large quantity of solid wastes. So, to achieve the gainful use of waste materials and to avoid other environmental problems, this study was undertaken. The quantity of coal ash by-products, particularly coal fly ash and coal bottom ash has been increasing from the coal power plants around the world. The other objective of this study was to explore the possibility of utilization of coal ash in the production of ash bricks. In 15 different mixes, Mix Designation M-1 to M-15, the varying percentages of lime and gypsum were used and sand was replaced with coal bottom ash. Further, it has been noticed that the water absorption and compressive strength of mix M-15 is 13.36% and 7.85 MPa which is better than the conventional bricks. The test results of this investigation show that the prism strength of coal ash masonry prisms was more than that of the conventional bricks.

• 대한건축학회논문집:구조계
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• 제34권3호
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• pp.37-42
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• 2018

The use of fly ash in construction materials is increasing worldwide due the various advantages of using it, such as to produce durable concrete, or to use less cement and thus lower carbon dioxide emissions. The quality of fly ash is often determined by loss on ignition value (LOI), where an upper limit of LOI is set in each country for quality control purpose. However, due to many reasons, production of high LOI fly ash is increasing that cannot be utilized in concrete, ending up in landfill. In this study, the effect of fly ash use in cementitious materials on nitrogen oxides adsorption is examined. In particular, the effect of using high LOI, and thus high carbon content fly ash on nitrogen oxides adsorption is investigated. The results suggest that the higher carbon content fly ash is related to higher nitrogen dioxide adsorption, although normal fly ash was also more effective in nitrogen dioxide adsorption than ordinary portland cement. Also, higher replacement rate of up to 40% of fly ash is beneficial for nitrogen dioxide adsorption. These results demonstrate that high carbon fly ash can be used as construction materials in an environmentally friendly way where strength requirement is low and where nitrogen oxides emissions are high.

• 대한토목학회논문집
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• 제12권1호
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• pp.177-186
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• 1992

본 연구는 석탄회의 대량적인 활용을 목적으로 도로 성토재 및 노상재로의 이용을 위한 비회와 저회의 적정혼합비를 산정하고 이들의 지지력을 검토한 것이다. 비회와 저회의 혼합비율이나 다짐방법에 관계없이 일반적으로 다짐한 석탄회는 보통 흙 보다 가볍고, 무연탄 석탄회가 유연탄 석탄회 보다 큰 최대건조밀도 ${\gamma}_{dmax}$를 가지며 CBR 값도 큼을 알 수 있었다. 또, 비회 : 저회의 혼합비가 8:2 인 혼합회보다 비회를 많이 함유한 경우에는 다짐할 때 함수비가 최적함수비 O.M.C를 넘어서면 쉽게 비화하였다. 비회 : 저회의 적정혼합비는 5 : 5 또는 6 : 4 정도 까지 이며, 이런 비율로 혼합된 석탄회는 물리적 성질이나 공학적 성질로 보아 큰 무리는 없으며 대량으로 석탄회를 활용할 수 있을 것으로 보인다.

• 한국세라믹학회지
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• 제56권4호
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• pp.365-373
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• 2019

Pond ash is a mixture of mostly coarser fly ash and bottom ash. The recycling rate of pond ash is low because pond ash is mixed with seawater and deposited in ponds. The pond ash is also subjected to natural weathering over a period of time. In this study, we investigated whether pond ash can be used as a raw material of geopolymers, without any purification process or through a minimal purification process. In addition, we investigated whether synthetic basalt made by adding foaming agent to geopolymer or casting it into a mold can show the surface of the natural basalt as it is. The highest 7-day compressive strength in geopolymers from pond ash without purification process was 26 MPa. The highest 7-day compressive strength in geopolymers from pond ash with impurities removed through dry sieve analysis was found to improve to 80 MPa. On the other hand, synthetic basalt made with geopolymer was shown to be more advantageous aesthetically when produced by casting it in a silicone mold rather than by adding a foaming agent. Non-purified pond ash can be made into geopolymers having low strength. Pond ash purified by sieving can, without use of an aggregate, be made into geopolymer having high-strength. Also, it is possible to produce synthetic basalt with the same appearance as natural basalt and sufficient strength for commercialization. This process will contribute to the mass consumption and recycling of pond ash.

• 플랜트 저널
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• 제11권1호
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• pp.50-57
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• 2015

연구에서는 국내 D 석탄 화력발전소에서 비회 이송량 35,800 kg/h의 용량으로 운전 중인 비회 이송설비를 대상으로 최대 비회 이송량을 예측하였다. 수평거리 550 m, 수직거리 40 m, 엘보우 9개소, 직경 0.254 m의 이송관으로 구성된 비회 이송관로와 트립(trip) 정압 1,163 mmH2O, 풍량 5,040 m3/h인 용적식 비회 이송 송풍기로 이루어진 비회 이송 시스템에서 최대 비회 이송량은 비회 이송량의 증가에 따른 비회 이송 시스템의 압력 손실과 용적식 비회 이송 송풍기의 트립 정압이 같아질 때이며, 이 조건 하에서 가능한 최대 비회 이송량은 52,600 kg/h로 예상되었다.

• 한국환경과학회지
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• 제1권1호
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• pp.97-126
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• 1992

Greenhouse pot experiments were conducted to evaluate the effects of lime, fly ash and ash(from rice straw) on the cadmium and lead translocation from soil to radish. The soils with low metal contents(Cd 1.52 ppd and Pb 25.37ppm) were prepared and high metal contents (Cd 8.99 rpm and Pb 50.81ppm) were prepared and amended with 0.25%, 0.5%, 1.095, 2.055 each of lime, fly ash and ash. Radishes(Raphanus satiuus) were cultivated and cropped on the soils during 25, 50 and 75 days after sprout, and then cadmium and lead contents of radishes were analyzed by roots and tops. The results obtained are as follows. 1. Lime and ash were effective in raising the soil pH, but fly ash was not effective. 2. The growth of radishes were not impaired by the cadmium and lead contamination but, impaired by soil pH 7.5 or more. 3. Cadmium was accumulated very strongly in radishes and the greater concentration was found in tops than roots, but lead showed no evidence of accumulation in radishes. 4. In general, when the concentrations of lime and ash in soils increased, the uptake of cadmium and lead by radishes decreased, and lime was more effective than ash, while fly ash revealed no effect of reducing the translocation of cadmium and lead from soils to radishes. 5. The uptake of cadmium by radishes decreased more effectively than lead and the uptake of Cd or Pb by radishes grown in the soils with high metal contents decreased more effectively than low metal con tents. 6. Cadmium and lead contents of radishes were negatively correlated with soil pH values and the relationship in cadmium content was stronger than that in lead content.

• 한국지반환경공학회 논문집
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• 제11권6호
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• pp.85-91
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• 2010

우리나라의 대단위 국토개발이 실시됨에 따라 성토 및 매립재등의 막대한 건설재료가 사용되고 있는 실정이며, 국내 준설 성토재 및 매립재가 부족한 실정이다. 이에 대한 대체재로 석탄회의 활용이 대두되고 있다. 석탄회는 포졸란의 특성을 가지고 있는 자경성의 재료로서 성토재 및 매립재로 대량활용의 가능성이 높은 재료이다. 이에 본 연구에서는 석탄회를 활용하기 전 가장 기초적인 연구인 자경성에 관한 물리적 성질을 규명하고자 비회와 저회의 입도분석시험, Atterberg한계시험, 비중시험 등을 실시하였고, 비회와 저회의 배합비에 따른 공학적 성질을 규명하고자 다짐시험, 일축압축강도시험, 직접전단시험, 삼축투수시험 등을 실시하였다. 시험결과 성토재 및 매립재로 사용하기 위해서는 비회와 저회의 배합비가 1:1일때 가장 효과적이며, 경량성 재료로써 구조물 주변의 성토재로 사용하면 배면에 작용하는 토압을 경감하는 효과를 보일것으로 판단된다. 또한 자경성에 의해 재령이 경과할수록 투수계수가 감소하기 때문에 설계시 이를 반영하여야 할것으로 판단된다. 위에서의 실험결과와 같이 석탄회는 채움재와 매립재의 대체재로써 유용하게 사용할 수 있을것이라 여겨진다.

• 대한원격탐사학회지
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• 제35권6_3호
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• pp.1221-1233
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• 2019

화산재 누적에 따라 발생할 수 있는 각 분야별 피해를 산정하는 것은 화산재 재해를 대비하는 측면에서 매우 중요하다. 본 연구에서는 기존 연구에서 제시된 공간정보 기반의 국내 화산재 피해 분야에 대하여 아소산 화산재 모의 확산 시나리오를 적용하여 각 분야에서 발생할 수 있는 화산재 피해의 정도를 나타냈다. 이를 위하여 기존의 사례 연구를 통하여 제시된 국내 화산재 피해 분야와 관련된 공간정보 자료를 수집하고 가공함으로써 화산재 피해 기반자료를 생성하였다. 수집된 두 개의 아소산 화산 모의 분화 시나리오를 활용하여 중첩분석을 통해 분야별 피해를 나타냈다. 그 결과 각 분화 시나리오에 대하여 162개, 134개 시군구에서 강회 피해 최소 기준인 0.01 mm 이상의 강회량에 따라 피해가 발생할 것으로 예상되었다. 가장 강회량이 많은 행정구역(시나리오 190805-강원, 경북; 시나리오 190811-춘천, 홍천)을 선정하여 발생 가능한 분야별 피해의 정도를 수집 가공한 공간정보 자료를 활용하여 서로 비교하였다.

• 한국세라믹학회지
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• 제20권2호
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• pp.135-146
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• 1983

This study is to investigate the properties of domestic fly ash for utilization as data in regard to fly ash which is by-product of domestic coal powder plants and the possibility of utilization as insulation material of domestic fly ash. Composition refractoriness size distribution density contents of hollow particles and crystalline phase were examined as the properties of domestic fly ash. As to the fired test pieces of fly ash by itself that varied contents of hollow particles with four kinds and of the fly ash-clay-saw dust system linear shrinkage bulk density app. porosity compressive strength thermal conductivity and structures were investigated for the possibility of utilization as an insulation material. The results are as follows : 1. The properties of the fly ash I) The constituent particle of the fly ash is spherical and it contains not a few hollow particles (floats by water 0.30-0.50 floats by $ZnCl_2$ aq.(SpG=1.71) 6.97-16.72%). ii) The chemical compositions of fly ash are $SiO_243.9-54.1%$ , $Al_2O_321.0-30.7%$ Ig loss is 7.4-24.1% and the principal of Ig loss is unburned carbon. iii) Fly ash was not suitable to use for mortar and concrete mixture because Ig. loss value is higher than 5% 2. Utilization as insulation material I) The test pieces of original fly ash floats by water floats by ZnCl2 aq(SpG=1.71) p, p t by ZnCl2 aq.(SpG=1.71) that were fired at 110$0^{\circ}C$ represented 0.11-0.18 kcal/mh$^{\circ}$ C as thermal conductivity value. ii) The test pieces which (76.5-85.5) wt% fly ash-(8.5, 9.5) wt% clay-(5.0-15.0) wt% saw dust system(68.0-72.0) wt% fly ash -(17.0-18.0)wt% clay-(10.0-15.0) wt% saw dust system and 59.5 wt% fly ash-25.5 wt% clay-15.0wt% saw dust system were fired at 110$0^{\circ}C$ the thermal conductivity was less than 0.1Kcal/mh$^{\circ}$ C. iii) In view of thermal conductivity and economic aspect insulation materials which added saw dust as blowing agent and clay as inorganic binder are better than that of fly ash as it is or separated hollow fly ash particles. iv) When the saw dust contents increased in the (59.5-90.0) wt% saw dust system and when amount of clay de-creased and firing temperature decreased under the condition of equal addition of saw dust app. porosity increased but bulk density compressive strength and thermal conductivity decreased.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.1203-1206
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• 2001

The main intent of this research is to determine the feasibility of utilizing bottom ash as CLSM(Controlled Low-strength Materials). The durability tests including permeability, repeated wetting and drying, freezing and thawing for bottom ash CLSM were conducted. Laboratory test results indicated that CLSM using bottom ash has acceptable durability performance.