• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2003년도 Proceedings of the international symposium on the fusion technology
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• pp.573-580
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• 2003

In Taiwan there are 21 Municipal Solid Waste Incinerators (MSWI) built to treat 80% of the MSW nationwide. Approximately 2,000 tons of incineration ashes of municipal waste contain reaction ash and fly ash (3:1 by weight)will be produced daily, and this may cause a serious waste problem. According to EPA regulations, reaction ash and fly ash produced after incineration should be properly treated. Landfill capacity barely meets the general demands. More efficient actions should be planned and taken. The study found 'reclamation' should be the optimal solution to this problem. Only limited research and previous successful experiences are available among other countries. An incinerator in Northern Taiwan is chosen for this study to make environmental bricks from the reaction ash and fly ash. From the previous tests, the results of strength test were measured. From the previous test results, the fly ash products have not reached the desired strength; hence, reaction ash is chosen for further pilot study. In the experiment, incineration ashes, cement and gravel are mixed in the ratio of 1:1:1(by weight), to ground concretization aggregate and pelletization aggregate, the concrete products made from the aggregates were of the strength of 108 $kgf/cm^2$ and 142 $kgf/cm^2$ individually. For the purpose of making nonstructural walls which met the State Building Standards. In the study, 50 tons of concrete products was yielded from aggregate and environmental bricks. Further observation and supervision are recommended to ascertain the resource recycling and reclamation. EPA has planned to build three 'Recycling Plants' in northern, middle and southern Taiwan to develop efficient techniques to produce concrete products, sub-base course, soundproofing wall, gravel, artificial fishing reefs, tiles, drainage, bricks and etc. This experiment of the demonstrative plant solves the problem of the incineration ashes and opens another opportunity to reclaim them.

• 한국지하수토양환경학회지:지하수토양환경
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• 제6권1호
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• pp.23-31
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• 2001

용융처리는 중금속을 안정화시키는 효과적인 방법의 하나이며, 또한 고가의 부산물을 생산해낸다. 본 연구에서는 소각재를 용융하여 얻은 슬래그의 중금속 용출특성을 평가하고자 한다. 슬래그를 재활용하는데 있어서 환경적인 적합성을 평가하기 위하여 소각재, 슬래그 및 슬래그를 재활용재로 하여 제조한 건설재료에 대한 용출시험을 수행하였다. 시험결과는 다음과 같다. (1) 국내표준용출시험법(KSLT)에 의해 시험한 슬래그의 중금속 용출농도는 소각재의 용출농도보다 낮은 값을 나타냈다. (2) 장기용출시험법에 의해 평가한 슬래그의 중금속 용출농도도 KSLT의 기준을 만족했다. (3) 슬래그의 건설재료로서의 사용성을 평가하기 위해 만든 모르타르 공시체의 용출결과, 슬래그를 재활용재로서 사용하는데 있어서 중금속 용출 측면에서 적합하다고 사료된다. (4) 독일의 소각재 재활용을 위한 가이드라인인 RG Min-StB 93, FGSV에서 제시하는 방법에 의해 시험한 결과, 본 슬래그의 용출농도는 독일의 규제기준을 만족하였다.

• 환경위생공학
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• 제16권2호
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• pp.63-70
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• 2001

This study was initiated to evaluate and resolve the potential problems caused as the MSWI(Municipal Solid Waste Incinerator) fly ash were stabilized and solidified into the cement. The physical and chemical properties of fly ashes (K and M) used in this study were fixed according to the operating conditions of the incineration plant. The compressible strength of the solidified matrix used in this study were measured at 7, 28, and 56 curing days, respectively, to evaluate the stability of the solidified matrix, which were further analyzed by XRD and SEM. The experimental results obtained in this study showed that the relatively long hours of curing periods were needed to solidify the fly ash. The solidified matrix containing K ash had the high and excellent compressible strength of $200{\;}kg/\textrm{cm}^2$, after 56 curing days, but was not good enough in appearance. The analytical data by SEM confirmed that the alkaline Na and K, which are highly dissolved in water, were included in the fly ash and evenly distributed into the exterior surface of the solidified matrix. Whereas, the solidified matrix containing M ash never showed such a compressible strength as shown in the K ash due to the severe fracture, even as early as 7 curing days. Based on its XRD analysis, it appeared that both $C_2S$ and $C_3S$ highly related to the compressible strength were not crystallyzed into the solidified matrix. However, the compressible strength of the solidified and cemented M ash was remarkably improved by 100 times, after the alkalinity was washed out, which indicated that it is equivalent to 30 to 40g per one kg of fly ash.