Glass ceramics were made from coal bottom ash by adding CaO and Li2O as glass modifiers and TiO2 as a nucleating agent in a process of melting and quenching followed by a thermal treatment. The surface of the glass ceramics has 1.6 times more Li2O compared to the inner matrix. When TiO2 was not added or when only 2 wt% was added, the surface parts of the glass ceramics were crystalline with a thickness close to 130μm. In addition, the matrixes showed only the glass phase and not the crystalline phase. However, doping of TiO2 from 4 wt% to 10 wt% began to create small crystalline phases in the matrix with an increase in the quantity of the crystalline. The matrix microstructure of glass ceramics containing TiO2 in excess of 8 wt% was a mixture of dark-gray crystalline and white crystalline parts. These two parts had no considerable difference in terms of composition. It was thought that the crystallization mechanism affects the crystal growth, direction and shape and rather than the existence of two types of crystals.

Non-sintering cement was manufactured with briquette ash. Alkali activator for compression bodies used a NaOH solution. In order to apply alkali-activated briquette ash and the non-sintering cement to concrete, several experimental studies were performed. It was necessary to study the binder obtained by means of a substitute for the cement. This study concentrated on strength development according to the concentration of NaOH solution, the curing temperature, and the curing time. The highest compressive strength of compression bodies appeared as 353kgf/cm2 cured at 80˚C for 28 days. This result indicates that a higher curing temperature is needed to get a higher strength body. Also, geopolymerization was examined by SEM and XRD analysis after the curing of compression bodies. According to SEM and XRD, the main reaction product in the alkali activated briquette ash is aluminosilicate crystal.

The ability of cow dung ash without any pretreatment to remove color from textile dyes N Blue RGB, Green B and EOSIN YWS from aqueous solution has been investigated in this work. Cow dung ash, an ecofriendly and low cost adsorbent was prepared by burning cow dung cakes in the muffle furnace at 500℃. The adsorption was achieved under different pH and adsorbate concentration. The data was fitted to simple polynomial and the isotherms similar to Langmuir and Freundlich isotherms.

본 연구는 포장재로서 투수콘크리트의 실질적인 현장적용을 위한 자료제시와 성능향상 방안을 도출하기 위하여 슬래그골재와 플라이애시의 혼입률에 따른 포장용 투수콘크리트의 역학적 특성을 평가하였다. 시험결과, 포장용 투수콘크리트의 공극률 및 투수계수는 슬래그골재의 혼합비율이 증가함에 따라 증가하고 플라이애시 혼입률 증가에 의하여 감소하는 경향을 나타내었으며 국내 포장용 투수콘크리트에 관한 규정(8% 및 0.01cm/sec)을 만족하였다. 압축강도 및 휨강도는 슬래그골재의 혼입률이 증가함에 따라 감소하였으나, 플라이애시의 혼입률이 증가함에 따라 크게 증가하는 경향을 나타내어 플라이애시를 5% 이상 혼입하면 슬래그골재를 50% 사용한 경우에도 국내 포장콘크리트에 관한 규정(18MPa 및 4.5MPa 이상)을 만족하였다. 또한 강섬유를 0.75vol.% 혼입한 경우 사용하지 않은 경우에 비하여 휨강도가 22.8% 증가 하였다. 미끄럼저항성은 슬래그골재의 혼입률이 증가에 따라 BPN값은 증가하였고, 플라이애시의 혼입률 증가에 의해 BPN값은 감소하는 경향을 나타내었으며, 내마모성 및 동결융해저항성은 부순골재만을 사용한 경우에 비해 슬래그골재의 혼합비율이 증가함에 따라 감소하였고, 플라이애시를 10% 혼입한 경우에는 현저히 개선되어 혼입하지 않은 경우에 비하여 내마모성 및 내동해성이 각각 약 5.6% 및 14.3% 정도 개선되는 것으로 확인되었다.

본 연구에서는 경도 이온의 화학적 침전을 위하여 지하수에 과량의 Lime-Soda ash를 주입하여 플럭(floc)을 형성한 다음 침전과정을 십자흐름(Crossflow) 방식의 관형 세라믹 분리막을 이용한 한외여과(UF) 공정으로 대체하였다. 그 결과 두유 포장팩 세척수로 사용하고 있는 지하수의 총경도를 10 mg/L as CaCO3 이하로 감소시킬 수 있었다. 한편, TMP(Trans-membrane pressure) 및 유량 변화 실험에서 투과선속(Permeate flux, J) 및 무차원한 투과선속(J/JO) 변화를 조사하여, TMP 및 유량이 무기물로 형성된 응집 플럭에 의한 막오염에 미치는 영향을 알아보았다. 그 결과, 본 실험 범위에서 TMP 및 유량 변화가 막오염과 총경도 제거율에 미치는 영향은 거의 없었다.

제주지역에서 사료작물 작부체계에 있어 여름철에 주로 재배되고 있는 수수수수 교잡종을 공시하여 lysimeter에 돈분액비 시용수준이 유거수의 특성에 미치는 영향을 구명하기 위하여 무비구, 화학비료구(200kg N/ha), 돈분액비 시용구(200, 400, 600kg N/ha) 등 5처리를 두어 난괴법 3반복으로 수행하였다. 돈분액비의 시용 초기에 유거수내 BOD 및 COD는 돈분액비 600kg N/ha 시용구가 다른 처리구에 비해 유의적으로 높았다(p<

The use of low cost and ecofriendly adsorbent has been investigated as an alternative to the current expensive method of removing dyes from wastewater. Cow dung cakes were collected from the nearby village which was burnt in a muffle furnace at 500℃ to obtain the required ash. This paper deals with the removal of Reactive Blue 221, Acidoll Yellow 2GNL and Olive BGL which are mainly used in textile industry, from aqueous solution by cow dung ash without any pretreatment. The adsorption was achieved under different pH, adsorbate concentration and the applicability of Langmuir and Freundlich isotherms were examined.

석탄회는 독특한 화학조성과 광물학적 특성을 나타내는 것으로 알려져 있다. 석탄회의 철산화광물에는 중금속원소들이 다량 농집되어 있어서 침출이 일어나는 환경에서는 토양과 지하수 및 해양오염의 가능성이 높다. 본 연구에서는 해안가에 위치한 당진화력 발전소에서 배출하고 있는 석탄회와 주변 해수와의 반응과정에서 토착 미생물이 어떤 역할을 하는지를 알아보고자 하였다. 이를 위해 해수와 석탄회를 혼합하여 배양기에 60일 동안 보관하면서 물시료와 석탄회 시료를 분석함으로써 박테리아의 활동에 따른 광물의 상변화 및 해수의 지화학적 변화 정도를 살펴보았다. 매립호수에서 해수의 평균 pH는 8.97이다. 지화학적 변화 결과에 비추어 볼 때, 박테리아의 활동은 실험 시작 7일 이후부터 급격하게 활성화되었다. SO42-는 글루코스를 첨가한 시료에서 다른 처리방식에 비해 현저하게 감소하는 경향을 나타낸다. 매립호수에 서식하는 박테리아는 주로 Mn, Fe, Zn와 반응하여 매립호수로부터 금속이온을 제거시킬 수 있을 뿐 아니라 탄산염 광물을 형성하는 과정에서 이산화탄소를 고정시킬 수 있는 역할도 할 수 있을 것으로 기대된다.

In this study, we attempt to synthesize the cordierite from the reaction of fly-ash, alumina, silicon dioxide, and magnesia powders. For the purpose of air purification, the honeycomb filter with porous cordierite was fabricated from the combination of synthetic cordierite and pore forming agent. Fabricated porous cordierite honeycomb was prepared with high porosity (58%), and good compressive strength (69MPa).

Recycling industrial wastes such as fly ash from a coal burning heat power plant and shell from an oyster farming were investigated to prevent environment contamination as well as to enhance the value of recycling materials. In this study, the lightweight aggregates and the red bricks were fabricated from fly ashes with other inorganic materials and wastes. The starting materials of the lightweight aggregate were fly ash powder and water glass, and the compacts of these materials were heat treated at . The fabricated lightweight aggregates had low bulk density, , hence floated on the water and had the strength of 7.0-11.0 MPa and the modulus of 2900-3300 MPa which indicates it has enough strength as the aggregate. Another type of the light weight aggregate was prepared from fly ashes, shell powders and clays. The bulk density, porosity, and compressive strength of these aggregates were and 5-12 MPa, respectively. The addition of a small amount of fly ash powder prevented hydration of the light weight aggregates. The red brick was also fabricated from the fly ash containing materials. It is suitable for the brick facing of a building as it has moderate strength and low water absorption rate.

Carbon-ceramic composites were fabricated by using fly ash and PANOX fibers as reinforcement. Fly ash, because of its small size particles e.g. submicron to micron level can be effectively dispersed along with fibrous reinforcements. Phenolic resin was used as carbon precursor. Both dry as well as wet methods were used for forming composites. The resulting composites were characterized for their microstructure, thermal and mechanical properties. The microstructure and mechanical properties of composites are found to be dependent on type of the fly ash, fibrous reinforcements as well as processing parameters. The addition of fly ash improves hardness and the fibers, which get co-carbonized on heat treatment, increase the flexural strength of the carbon-ceramic composites. Composites with dual reinforcement exhibit about 30-40% higher strength as compared to the composites made with single reinforcement, either with fly ash as filler or with chopped fibers.

여름 사료작물 피에 대해 톱밥 발효돈분의 비료효과를 구명하기 위하여 1998년 5월부터 10월까지 제주대학교 생명자원과학대학 사료작물 포장에서 시험이 수행되었다. 실험은 난괴법 6처리 3반복으로써 처리 1: 화학비료 정량, 처리 2: 화학비료 정량의 +톱밥 발효돈분 정량의 1/2 (N 100kg/ha), 처리 3: 톱밥 발효돈분 정량의 1/2(N 100kg/ha), 처리 4: 톱밥 발효돈분 정량(N 200kg/ha), 처리 5: 톱밥 발효돈분 정량의 2

In this paper, fly ash was investigated as a basic Si-Al ingredient of geopolymer. Based on compressive and flexural strength, the replacement percentage of fly ash and 3 types of curing regimes were studied to obtain the optimum synthesis condition. The results showed that geopolymer containing 30% fly ash that was prepared at 80˚C for 8 hours, exhibited high mechanical strength. The compressive and flexural strength of the fly ash based geopolymer were 32.2 and 7.15MPa, respectively. In order to investigate the durability behavior of fly ash based geopolymer concrete, CI permeability, freeze-thaw tests were also carried out. The measured results indicated that fly ash based gopolymer concrete had 2.63 times lower coefficient of chloride-ion diffusion and could withdraw 2.2 times more freeze-thaw cycles as compared to Portland concrete with the same compressive strength.