• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
• /
• pp.7-10
• /
• 2003

The amount of coal ash has been increasing and development of effective use is urgently needed. Various by-products and waste are expected to be used as resources from the point of reduction in environmental load. This is an experimental study to compare the properties of high volume coal ash concrete using the reclaimed coal ash. For this purpose, the mix proportion of concrete according to the content ratio of below 5mm reclaimed coal ash (0.65, 0.70, 0.75 and 0.80). And then air content, slump, compressive strength test were performed. According to test results, it was found that the compressive strength of reclaimed coal ash concrete was similar to the content ratio of below 5mm reclaimed coal ash. And the slump of reclaimed coal ash concrete decreased as the content ratio of below 5mm.

• Advances in concrete construction
• /
• 제6권1호
• /
• pp.87-102
• /
• 2018

Utilization of waste tires may be considered as one of the solution to the problems faced by the local authorities in disposing them. Reclaimed rubber (RR) is being used in concrete for replacing conventional aggregates. This research work is focused on the strength prediction of reclaimed rubber concrete using a Genetic Algorithm (GA) for M40 grade of concrete and comparing it with experimental results. 1000 sets were taken and 100 iterations were run during training of GA models. A base study has been carried out in this research work partially replacing cement with three types of fillers such as Plaster of Paris (POP), Fly Ash (FA) and Silica Fume (SF). A total of 243 cubes were cast and tested for compression using a Universal Testing Machine. It was found that SF produced maximum strength in concrete and was used in the main study with reclaimed rubber. Tests were conducted on 81 cube samples with a combination of optimum SF percent and various proportions of RR replacing coarse aggregates in concrete mix. Compressive strength tests of concrete at 7, 14 and 28 days reveal that the maximum strength is obtained at 12 percent replacement of cement and 9 percent replacement of coarse aggregates respectively. Moreover the GA results were found to be in line with the experimental results obtained.

• 한국세라믹학회지
• /
• 제47권6호
• /
• pp.583-589
• /
• 2010

In this paper, the properties of reclaimed ash(RA) from various domestic thermal power plants(S, D and H) were analyzed, and the possibility of fabricating the artificial lightweight aggregate(ALA) using RA was studied. The chemical compositions of RA are similar to the clay, but it had higher concentrations of alkali earth metal oxides(CaO, MgO) and unburned-carbon. The TCLP(Toxicity Characteristic Leaching Procedure) results showed that the dissolution concentrations of heavy metal ions of RA were below the limitation defined by the enforcement regulation of wastes management law in Korea. The results of IC analysis showed that leaching concentration of $Cl^-$ ion was 124 ppm for RA of HN and ${SO_4}^{2-}$ ion was leached a few hundreds ppm for all RA in this study. The ALAs with various mass ratio of clay to reclaimed ash(RA:Clay = 7:3, 6:4, 5:5, 4:6, 3:7) were sintered with a electric muffle furnace at the temperature of $1050{\sim}1200^{\circ}C$. The specific gravity and water absorption(%) of the sintered ALAs were 1.1~1.8 and 10~30% respectively. The ALA sintered in the rotary kiln at $1125^{\circ}C$ showed a bulk density of 1.7 and water absorption of 15.2%.

• 한국지반환경공학회 논문집
• /
• 제11권5호
• /
• pp.25-34
• /
• 2010

본 연구에서는 전국 화력발전소에서 부산되는 7,200만톤에 이르는 누적 매립회량을 대량 활용하기 위해 매립회의 특성 연구를 진행하였다. 일부 화력발전소에서는 비회와 저회가 분리되어 매립되고 있으나, 대부분의 화력발전소에서는 혼합 매립되고 있어 매립회의 공학적 특성이 규명되지 않아 이러한 공학적 특성을 규명하고자 영흥화력본부, 삼천포화력본부에서 부산되는 매립회와 비회를 사용하여 실험을 실시한 후 두 발전소의 매립회와 비회의 공학적 특성을 비교 분석하였다. 석탄회를 건설재료로 활용하기 위해 시료의 물리적 특성을 규명하고자 비중, 단위중량, 입도분석시험을 실시하였고, 역학적 특성을 규명하고자 삼축투수시험, 직접전단시험, 일축압축강도시험, 다짐시험을 실시하였다. 그리고 각 발전소에서 부산되는 석탄회의 특성을 알아보고자 무연탄 및 유연탄을 사용하는 발전소에서 부산된 석탄회의 공학적 특성들을 비교 고찰하였다. 시험결과 경량성의 건설재료로써 유연탄 발전소에서 부산된 석탄회를 사용하는 것이 유리하며 뒷채움재로의 활용은 투수계수가 상대적으로 큰 무연탄을 사용하는 발전소에서 부산되는 석탄회를 사용하는 것이 효과적이라 판단된다. 본 논문에서는 영흥화력본부의 비회가 가장 작은 투수계수를 나타냈으므로 불투수층을 요구하는 현장에 적용하기에 가장 적합할 것이라 판단된다.

• 한국토양비료학회지
• /
• 제47권6호
• /
• pp.398-405
• /
• 2014

Salt accumulation at soil surface is one of the most detrimental factors for crop production in reclaimed tidal land. This study was conducted to investigate the effect of capillary barriers beneath the soil surface on dynamics of soil salts at coarse-textured reclaimed tidal land. A field experiment was conducted at Saemangeum reclaimed tidal land for two years (2012-2013). Capillary barriers ($3.5{\times}12m$) were treated with crushed-stone, oyster shell waste, coal briquette ash, coal bottom ash, rice hull and woodchip at 40-60 cm depth from soil surface. Silage corn (Zea mays) was cultivated during the experimental period and soil salinity was monitored periodically. Soil salinity was significantly reduced with capillary barrier compared to that of control. Oyster shell waste was one of the most effective capillary barrier materials to control soil salinity at Saemangeum reclaimed tidal land. At the first growing season capillary barrier did not influence on corn growth regardless of types of the material, but plant biomass and withering rate of corn were significantly improved with capillary barrier at the second growing season. The results of this study showed that capillary barrier was effective on the control of soil salinity and improvement of corn growth, which indicated that capillary barrier treatment can be considered one of the best management practices for stable crop production at Saemangeum reclaimed tidal land.

• 대한전자공학회:학술대회논문집
• /
• 대한전자공학회 2001년도 The 6th International Symposium of East Asian Resources Recycling Technology
• /
• pp.489-493
• /
• 2001

Big cities in Japan have serious problems due to the shortage of new reclaimed land for municipal wastes. If harmful heavy metals such as cadmium, lead, copper and etc. are contained in the municipal waste combustion residues, they are not able to fill up according to the environmental law in Japan. In this study, the removal of heavy metals in the fly ash (EP ash) was dealt with chloridizing vaporization method. EP ash as a non-hazardous materials is utilized as covering materials, road bed, and building materials.

• 한국지반공학회논문집
• /
• 제27권10호
• /
• pp.45-54
• /
• 2011

본 연구에서는 세립토인 카올리나이트와 매립석탄회를 혼합하여 일반적인 준설토와 매립석탄회를 혼합한 매립지반의 압밀특성을 살펴보았다. 인공 혼합토를 성형하기 위하여 퇴적 토조를 제작하여 카올리나이트 슬러리에 석탄회를 30% 혼합하여 동일한 응력이력을 가지는 시료를 성형하였다. 매립지반의 연직방향과 횡방향의 압밀 및 압축 특성을 알아보기 위하여 표준압밀시험과 Rowe Cell 압밀시험을 수행하였다. 표준압밀시험 시험 결과, 점토 시료에 비하여 매립석탄회를 같이 혼합하는 것이 낮은 압축성과 높은 압밀계수틀 갖게 되어 매립지반의 조기 안정화에 도움을 줄 수 있을 것으로 판단된다. 또한 연직배수재 설치시 횡방향 압밀 특성을 파악하기 위하여, Rowe cell 시휘에서 연직배수재를 설치하여 암밀시험을 수행하였다. Rowe cell 시험결과, 혼합토의 횡방향 압밀계수 또한 순수 카올리나이트 시료에 비하여 높은 값을 나타내어 매립회의 혼합이 압밀시간을 단축시킬 수 있는 것으로 나타났다.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
• /
• pp.19-24
• /
• 2003

Recently, the by-product of coal ash has been increased by increase of consumption of electric power. So in view of environmental aspect, it is important to secure a reclaimed land and treatment utility for coal ash. This is an experimental study to compare and analyze the properties of high volume coal-ash concrete using the bottom ash. For this purpose, the mix proportions of concrete according to the replacement ratio of bottom ash(l0, 20, 35, 50%). And then air content, slump, compressive strength, durability test were performed. According to test results, it was found that the compressive strength of bottom ash concrete was similar to that of plain concrete(BA0). And the carbonation depth of bottom ash concrete increased as the replacement ratio of bottom ash.

• 한국결정성장학회지
• /
• 제27권5호
• /
• pp.249-255
• /
• 2017

화력발전소에서 발생되는 매립회의 지오폴리머 원료화를 위하여 자력선별 공정을 이용하여 자성체와 비자성체로 분리하였으며, 매립회의 입도 및 자석의 세기에 따른 미연탄소의 선별 특성을 관찰하였다. 3000 G 자석을 이용한 세립(0.15~0.84 mm)과 조립(0.84~2.4 mm) 매립회의 자력선별 결과, 매립회는 입도에 상관없이 비자성체의 무게분율과 강열감량이 자성체보다 높게 나타났으며, 세립 매립회의 경우 자석의 세기를 3000 G에서 10000 G로 증가시키면, 약한 자성을 띠는 물질들도 자성체로 분리됨에 따라 자성체의 무게 분율이 급격히 증가되면서 낮은 강열감량에도 불구하고 전체 강열감량의 32.6 wt%의 66.9 %(22.8 wt%)를 차지하였다. 자력 선별된 조립 매립회로 제조된 지오폴리머의 재령일별 압축강도 측정결과, 미연탄이 적게 포함된 자성체로 제조된 지오폴리머의 압축강도가 20 MPa를 나타내었다.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2002년도 학술논문발표회
• /
• pp.57-60
• /
• 2002

Recently, the coal ash production has been increased by increase of consumption of electric power. So it is important to find a reclaimed place and treatment utility for treating coal ash. Accordingly, in this study we performed an experimental study to compare and analyze the Properties of concrete according to W/C and bottom ash replacement ratio. As a result of this study, it was found that the bleeding content was decreased according to decrease of W/C and increase of bottom ash replacement ratio, and the compressive strength of concrete using bottom ash was similar to plain concrete(replacement ratio 0%).