• Title/Summary/Keyword: Paper fly ash

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A Study on the Recycling of Coal Ash as Fill Materials (석탄회 자원의 채움재로서의 활용에 관한 연구)

  • 천병식;고용일;송경율;이준기
    • Proceedings of the Korean Geotechical Society Conference
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    • 1999.03a
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    • pp.513-520
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    • 1999
  • 20 million tons of coal ash has been produced in Korea annually. This causes the environmental problems and the cost of land for ash pond. However the amount of coal ash for recycling is small because of the low level of recycling technology and the ignorance. As the coal ash has the significant engineering properties, it can be utilized as soft ground stabilizer, backfill materials and so forth. The purpose of this paper is to summarize some of the recycling methods of coal ash. One is structural backfill materials, the other is flowable fill. Optimal mixture ratio(fly ash : bottom ash) is determined for structural backfill materials and the model test is performed. The model test accompanied with physical tests were executed for identifying that the flowable fly ash can be used as fill materials such as trench back filling.

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Effect of Fly-Ash on the Characteristic of Chloride ion Penetration in Concrete (플라이 애쉬 치환율에 따른 콘크리트의 염소이온 투과특성)

  • 하재담;김태홍;유재상;이종열;박찬규;김상윤
    • Proceedings of the Korea Concrete Institute Conference
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    • 2002.10a
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    • pp.39-42
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    • 2002
  • Cloride attack of concrete is one of the important causes of corrosion of reinforcing steel in concrete with carbonation and frost damage. In this paper, the effect of fly-ash on the cloride attack were investigated by varying water binder ratio and fly-ash contents according to the chloride ion penetrationa test. (ASTM C 1202-94) The principal conclusions from this research were as follows: 1) The compressive strength of concrete at large ages, depends more on $C_2$S contents of base cement than fly-ash contents. 2) On the other hand, the chloride ion penetration of concrete at large ages, principally depends on fly-ash contents and the influence of type of base cement is insignificant.

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Performance Evaluation of Inter-Locking Block Using Fly Ash

  • Shin, Byung-Chuel
    • Journal of Environmental Science International
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    • v.13 no.2
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    • pp.143-148
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    • 2004
  • In this paper, the properties of inter - locking block using fly ash are discussed in order to provide economical advantages and improve quality, and protect environment and recycle resources. Fly ash is the by-product of coal in thermal power plant. The experimental parameters are fly ash content, the amount of AE water - reducing agent and mixing proportion of cement mortar. According to the experimental results, the improvement of quality in the side of strength, absorption ratio and freeze - thaw resistance for manufacturing inter -locking block and the curtailment of cost can be achieved in case of 15% of fly ash and 0.3% of AE water- reducing agent are mixed into mortar mixture of 1 :6(C:S).

An Experimental Study on the Setting of Antiwashout Underwater concrete Using Fly Ash (플라이애쉬를 사용한 수중불분리성 콘크리트의 응결에 관한 실험적 연구)

  • 권중현;김봉익
    • Journal of Ocean Engineering and Technology
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    • v.15 no.4
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    • pp.120-125
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    • 2001
  • This paper describes the effect of fly ash replacement on the setting time of antiwashout underwater concrete, where cement was replaced by 0% to 50%. Experimental work was performed on the condition of sea water and in air to find out the characteristics of setting time between the concretes that were cast in air and cast in 15$^{\circ}C$ of sea water. The experimental results show that the setting time of underwater concrete with 50% replacement was delayed about 10 hours than normal concrete. And it can be concluded that, at the case of underseawater concrete addicted with fly ash, the delayed final setting times are shown as the function Tf=0.069F+7.69, where Tf is the delayed final setting time and F is quantity of fly ash, respectively. These results confirm that the setting time underseawater concrete could be prolonged.

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Prediction of product parameters of fly ash cement bricks using two dimensional orthogonal polynomials in the regression analysis

  • Chakraverty, S.;Saini, Himani;Panigrahi, S.K.
    • Computers and Concrete
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    • v.5 no.5
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    • pp.449-459
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    • 2008
  • This paper focuses on the application of two dimensional orthogonal polynomials in the regression analysis for the relationship of product parameters viz. compressive strength, bulk density and water absorption of fly ash cement bricks with other process parameters such as percentages of fly ash, sand and cement. The method has been validated by linear and non-linear two parameter regression models. The use of two dimensional orthogonal system makes the analysis computationally efficient, simple and straight forward. Corresponding co-efficient of determination and F-test are also reported to show the efficacy and reliability of the relationships. By applying the evolved relationships, the product parameters of fly ash cement bricks may be approximated for the use in construction sectors.

A Study on the Hydration Heat of Antiwashout Underwater Concrete Using Fly Ash (플라이애쉬를 사용한 수중불분리성 콘크리트의 수화열에 관한 연구)

  • 권중현
    • Journal of Ocean Engineering and Technology
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    • v.14 no.4
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    • pp.30-34
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    • 2000
  • The concretes cast in the sea water would be likely to be rich mix and mass concrete. Therefore it is important to check out the hydration heat of concrete and to reduce it to prevent the concrete from processing the temperature crack. Recently the antiwashout agent is used on underwater concrete for preventing from the segregation of concrete in the water. The experimental studies were done for the combined cement replaced by fly ash 30%unit weight of binder to study on the characteristics of hydration heat of antiwashout underwater concrete, and its characteristic was discussed by comparing on cast in sea water with anther one in air. The present paper showed that the hydration heat concrete replaced by 30%of fly ash was more significantly reduced than the normal concrete. The hydration heat of antiwashout underwater concrete was highter than that of normal concrete, but it was reduced lower than the normal concrete by adding fly ash.

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Strength behaviour and hardening mechanism of alkali activated fly ash Mortars (알카리 활성화에 의한 fly ash 경화체의 강도 발현 메카니즘에 관한 연구)

  • Jo Byung Wan;Moon Rin Gon;Park Seung Kook;Lim Sang Hun
    • Proceedings of the Korea Concrete Institute Conference
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    • 2004.11a
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    • pp.321-324
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    • 2004
  • The discharge of fly ash that is produced by coal-fired electric power plants is rapidly increasing in Korea. The utilization of fly ash in the raw materials would contribute to the elimination of an environmental problem and to the development of new high-performance materials. So it is needed to study the binder obtained by chemically activation of pozzolanic materials by means of a substitute for the exiting cement. This paper concentrated on the strength development according to the kind of chemical activators, the curing temperature, the heat curing time. Also Scanning electron microscopy and X-Ray diffraction analysis show what the reaction products of the alkali activated fly ash are.

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Circularity Measurenment of Fly Ash Using Digital Image Processing (디지털 이미지 분석을 이용한 Fly Ash의 원형지수 측정)

  • Lee, Seung-Heun;Kim, Hong-Joo;Bae, Soon-Muk;Lee, Won-Jun;Sakai, Etsuo;Daimon, Masaki
    • Journal of the Korean Ceramic Society
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    • v.39 no.8
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    • pp.735-741
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    • 2002
  • This paper investigates circularity of fly ashes using the digital image processing. Fly ashes directly collect from electrostatic precipitator when the load of conditions of boiler are changed at a coal-fired power plant. Circularity measurement can be accomplished in five steps: ① image acquisition, ② grey image processing, ③ detection the component to measure ④ binary image processing ⑤ feature measurement. The mean circularity of fly ashes is in the range of 0.78 to 0.83. fly ashes collected from the same hopper has similar circularity regardless of the load of boiler and circularity increases as going from the 1st hopper to 3rd one, namely as particle size become finer.

Change in the Functional Properties of Mulching Paper by the Addition of Inorganic Materials (무기소재 첨가에 따른 멀칭용지의 기능성 변화)

  • Sung, Yong Joo;Jung, Woong-Gi;Lee, Ji-Young
    • Journal of Korea Technical Association of The Pulp and Paper Industry
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    • v.45 no.6
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    • pp.64-71
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    • 2013
  • The biodegradable mulching paper could be applied for the environmental friendly agriculture as an alternative to the current vinyl mulching. In order to increase the usability of the mulching paper, the effects of the addition of various inorganic materials on the functionality of the mulching paper were evaluated in terms of practical benefits. The blend of carbonized rice husk powder and perlite resulted in the higher value in the air permeability of the mulching paper, which would be important for the health of plant root. The heat conservative of the mulching paper could be improved by adding the bottom ash or the fly ash because of the pore structure of the ashes. The pH of acidic soil could be neutralized by using the mulching paper containing paper-mill sludge ash or fly ash. The various results showed the addition of the inorganic materials could improve the functional properties of the mulching paper.

An Experimental Study on Mechanic properties of Hardened Fly-ash (플라이애쉬 경화체의 역학적 특성에 관한 실험적 연구)

  • Jo, Byung-Wan;Kim, Yeung-Jin;Park, Jong-Bin
    • Proceedings of the Korean Institute of Resources Recycling Conference
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    • 2003.10a
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    • pp.134-138
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    • 2003
  • The purpose of this paper is to recycle the fly ash to the valuable resources and settle environment problems which was caused by the fly ash produced from the thermal power plant. Making the fly ash-cement matrix reused fly ash in large quantities, we looked into minutely the physical properties - the elastic modulus, the compressive strength - to increase the usefulness as the building materials for the structure widely. In this paper, the variables are the water-binder(39, 42, 45%), the fine aggregate ratio(37, 41, 45%). Because the fracture energy is influenced by the strength, it is showed to decrease with the increase of W/B and S/a. Besides, we will be able to know that basic properties of the fly ash-cement matrix are similar to that of concrete. But, it is needed to carry out durability experiment on the drying shrinkage, creep, freezing and thawing test to use structural materials.

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