• Journal of Forest and Environmental Science
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• v.25 no.2
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• pp.127-130
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• 2009

This study has been carried out to investigate the characteristics of the commercial wood pellets such as moisture content, heating value, ash content, and chemical component. The wood pellets from national forestry cooperatives federation and China were evaluated to see if they can be 1st or 2nd class of Korea standard. Indonesian pellet was estimated to be a 3rd class because of the heating value and high ash content. It is considered that there is a quality difference in wood pellets in accordance with the production nations. It could be originated from the difference of raw materials produced in different region.

• Journal of the Korea Concrete Institute
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• v.11 no.6
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• pp.69-78
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• 1999

Hydroxyethyl cellulose -based-viscosity modifying admixture and melamine-basd-superplasticizer were selected to be admixtures for self-compacting concrete based on the test results of fluidity and air content of mortar using 3 different viscosity modifying admixtures. The experimental results show that the initial and final set of self-compacting concrete and fly ash concrete with viscosity modifying admixture only have been delayed approximately 5 hours and 8~9 hours, respectively. It is found that the optimum dosage of viscosity modifying admixtures, coarse aggregate and cement content are 0.2% of water content, under 742 kg/$\textrm{m}^3$ and over 364 kg/$\textrm{m}^3$, respectively. Test results also show that the optimum fly ash in replacement of cement is 10% of cement weight for the enhancement of fluidity and long-term strength.

• Proceedings of the Korea Concrete Institute Conference
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• 1998.04a
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• pp.137-140
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• 1998

An entrained air is important in improving freeze/thaw resistance to the concrete structures. To achieve a proper degree of air entrainment, air entraining admixtures(AEA) are typically added to the concrete mixture, but it has been noted that an increase in the carbon content(LOI) of fly ash causes problems in proper air entrainment in concrete. In this study, the entrained air content of mortar with fly ash as an additive was considered according to the mix design as a type of AEA, adding amount of fly ash and AEA, and the elapsed time. Moreover, two different types of measurement were also tired for air content.

• Journal of Energy Engineering
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• v.27 no.2
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• pp.55-60
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• 2018

In this study investigated the Controlled Low Strength Materials using coal ash and steel slag(KR slag) as the main material in the thermal power plant classified as waste resource. Bottom ash and KR slag are mixed at a ratio of 7: 3 to expand the use of industrial by-products through carbonate($CO_2$-fixation) reactions and inhibit the exudation of heavy metals. The results showed that the water content increased as the content of bottom ash increased. It was confirmed that as the powder content increased, the bleeding ratio decreased. Also, as the content of one kind of ordinary portland cement (OPC) decreased, activation of hydration reaction decreased and compressive strength decreased. However, when the mixed composition is appropriately adjusted, the compressive strength of 2.0 MPa required for the controlled low-strength material can be satisfied.

• Journal of the Korean Society of Costume
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• v.14
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• pp.209-213
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• 1990

In the present research to evalulate the chemical composition of wool under Korean feeding conditions have been investicated. The experiment was designed two treatments (washed and non-washed wool) and devided inner and outer side wool each treatment. The criteria for evaluation of wool with chemical composition were protein, fat, ash, amino acid and mineral content. The results which were obtained as follows: 1. Average protein content of non-washed and washed wool were 76.05% and 92.31%, respectively. However it was not different in protein content between inner and outer side wool. 2. Average fat content of non-washed and washed wool were 12.43% and 5.77%, respectively. However inner side wool was more fat content than outer side wool. 3. Average ash content of non-washed and washed wool were 10.50% and 0.90%, respectively. However inner side wool was less ash content than outer side wool. 4. Amino acid composition was not different between inner side and outer side wool. However lysine, arginine, proline, and glycine content of inner side wool were higher than those of outer side wool. 5. Mineral content of non -washed wool were higher than those of washed wool. Potassium content of non-washed wool was very high compare with that of washed wool.

• Magazine of the Korea Concrete Institute
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• v.5 no.4
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• pp.156-166
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• 1993

The results of an experimental study on the manufacture and the mechanical properties of steel fiber reinforced polyester resin composites utilizing industrial waste products(fly ash) are presented in this paper. The composites using steel fiber, fly ash, unsaturated polyester resin, styrene monomer, catalyst (cobalt octate) and accelerator(methyl ethyl ketone peroxide), fine and coarse aggreates were prepared using various mixing conditions. As the test results show. the mechanical and physical properties, such as the compressive, tensile and flexural strengths, and the setting shrinkage of fly ash$\cdot$polyester resin composites were improved considerably by increasing the fly ash-binder ratio. And the workability of steel fiber reinforced fly ash$\cdot$polyester resin composites was reduced with increasing the fly ash-binder ratio and steel fiber content. Also, the compressive, flexural strength and toughness of the composites were remarkably increased by increasing steel fiber content.

• Resources Recycling
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• v.10 no.4
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• pp.48-57
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• 2001

The main consistent materials and main elements of the bottom ash in municipal solid waste incineration ash according to particle size were investigated and the environmental hazards were considered by investigating the content of dioxin and heavy metals in bottom ash and the concentration of heavy metals in its leachate. The main materials of bottom ash are glasses, ceramics, scraps of iron. As the particle size increases, their percentage weight also increases and their percentage weight was over 70% in 4 mesh~25 mm particle size fraction. The main elements of bottom ash are CaO, $SiO_2$, $Fe_2$$O_3$,$ A1_2$$O_3$and the content of CaO decreases and the content of $SiO_2$increases as particle size increases. The heavy metals accumulate in small particle size fraction. The concentration of heavy metals in each leachate by domestic leaching test is almost similar. As the aging period is prolonged, pH of bottom ash lowers gradually and the leached concentration of Cu and Pb diminishes.

• Korean Journal of Food Science and Technology
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• v.14 no.4
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• pp.350-354
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• 1982

These studies were conducted to evaluate the milling characteristics of Korean wheat cultivars and breeding lines harvested in 1980 and 1981. The straight-grade flour yield (by Buhler experimental mill) for all tested wheats was in a range of 56 to 73% with a mean value of 65% and the flour ash content averaged 0.44%. Mean milling score for all tested wheats was about 78. Average ash values of wheats harvested in 1980 and 1981 were 665.3 and 683.5, respectively, and flour protein content averaged 10.55% and 10.25%, respectively. There were significant positive correlations between flour yield vs. milling score, ash content vs. ash value and protein content vs. ash value, while there were negative correlation between flour ash vs. milling score, protein content vs. milling score and milling score vs. ash value.

• Journal of the Korean Geotechnical Society
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• v.23 no.11
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• pp.77-85
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• 2007

This paper investigates the mechanical characteristics of composite geo-material which was developed to reuse both dredged soils and bottom ash. The composite geo-material used in this experiment consists of dredged soil taken from the construction site of Busan New Port, cement, air foam and bottom ash. Bottom ash is a by-product generated at the Samcheonpo thermal power plant. Several series of laboratory tests were performed to investigate behavior characteristics of composite gee-material, in particular the reinforcing effect by mixing bottom ash. The experimental results of composite geo-material indicated that the stress-strain relationship and the unconfined compressive strength are strongly influenced by mixing conditions. Especially it was observed that the compressive strength of composite geo-material increased with an increase in bottom ash content due to reinforcing effect by the bottom ash. Compressive strength of composite geo-material increased with the increase in curing time. The 28-day strength of composite geo-material is $1.7{\sim}1.8$ times higher than the 7-day strength. The moist unit weight strongly depended on air-foam content as well as bottom ash content added to the composite goo-material. In composite geo-material, secant modulus ($E_{50}$) also increased as its compressive strength increased due to the inclusion of bottom ash.

• Korean Journal of Materials Research
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• v.12 no.12
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• pp.924-929
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• 2002

To recycle waste materials, this work was focused on development of glass-ceramic from incinerator fly ash with a large content of Cl and its physical property was evaluated. In the process, water washing as a pre-treatment before melting the fly ash was used to remove large amount of Cl component in the ash and to reduce melting temperature. As a result, glass was obtained at below $100^{\circ}C$ compared to the melting temperature before washing the ash. Also, internal crystallization occurred under single stage heat treatment (at $850-950^{\circ}C$ for 20-340min) without adding other materials into the ash. It was shown that the glass-ceramic was composed of four crystals, diopside, anorthite, akermanite, and unknown phase. Hardness of 8.3GPa was found in the glass-ceramic, which is a high value compared to reported others. Thus, the present process suggests that a good glass-ceramic produced from an incinerator ash could be applicable for structural materials in terms of economic and environmental points.