• 한국해양공학회지
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• 제19권6호통권67호
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• pp.29-34
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• 2005

This paper describes the effect of fly ash replacement on seawater resistance of anti-washout underwater concrete, which was replaced cement by fly ash from $0\%$ to $50\%$. The experimental work was performed to find out the variations of length and weight of specimens, using a chloride acceleration test in $40\^{\circ}$C The results shaw that the admixture using fly ash on an anti-washcout underwater concrete in the sea environment makes it more durable for the attacks of chloride by seawater. Also, the length of specimens of anti-washout underwater concrete, at age 180 days, increased substantially, compared with normal concrete; however, the mixture in which cement was replaced $50\%$ of fly ash shows $93\%$ reduction of the expansion, compared with the normal anti "washout underwater concrete specimen.

• 펄프종이기술
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• 제47권2호
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• pp.9-16
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• 2015

High loading of base paper is regarded as one of reasons to aggravate fold cracking of coated paper. But the relationship between the ash content of base paper and fold cracking of coated paper has not been shown yet. We investigated the effect of ash content in base paper on the fold cracking of coated paper. Handsheets with three different ash contents (19.5-23.5%) were prepared, and double layered coating were applied on the top side of the handsheets. A gravimetric water retention meter (AA-GWR) was employed to fold the paper with a uniform pressure after solid printing on the coated surface. The fold cracking was digitized by calculating the cracked area by means of an image analysis technique. Results suggested that high ash content in the base paper increased the fold cracking of the outer surface of coated papers. In the case of inner surface greater fold crack areas were obtained, and the number of cracks decreased because long and wide cracks were formed. Reduction in tensile strength and thickness appeared to give greater fold cracking for highly loaded papers.

• Advances in concrete construction
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• 제13권3호
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• pp.233-242
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• 2022

An attempt is made to develop an eco-friendly concrete with ground granulated blast furnace slag (GGBS) and pond ash as partial replacement materials for cement and fine aggregate, respectively without compromising the strength and durability. Sixteen concrete mixes were developed by replacing cement and fine aggregate by GGBS and pond ash, respectively in stages of 10%. The maximum replacement levels of cement and fine aggregates were 50% and 30% respectively. Experimental results revealed that the optimum percentage of GGBS and pond ash replacement levels were 30% and 20% respectively. The optimized mix was used further to study the flexural behavior and durability properties. Reinforced Concrete (RC) beams were cast and tested under a four-point bending configuration. Also, the specimens prepared from the optimized mix were subjected to alternate wet and dry cycles of acid (3.5% HCl and H₂SO₄) and sulphate (10% MgSO₄) solutions. Results show that the optimized concrete mix with GGBS and pond ash had a negligible weight loss and strength reduction.

• 한국재난정보학회 논문집
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• 제10권4호
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• pp.566-571
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• 2014

내구성은 콘크리트 구조물의 안전성과 경제성에 직접적으로 연관되므로 매우 중요한 사항인데, 최근 들어 콘크리트의 내구성에 사회적, 공학적 관심이 집중되면서 이에 대한 다양한 연구가 진행되고 있다. 콘크리트의 염해나 탄산화, 동결융해 등의 열화요인은 독립적이 아닌 복합적인 형태로 작용하게 되는데, 이러한 열화현상을 저감하는 한 방편으로 사용하는 플라이 애쉬는 콘크리트 혼화재 중에서 사용빈도가 매우 높다. 또한 플라이 애쉬는 유동성 증진을 통한 내구성의 향상과, 수화열 저감을 통한 균열감소 및 장기강도 증진 등의 효과가 있으며, 시멘트를 대체하여 결합재로서 경제적인 효과를 유발하는 장점도 가지고 있다. 그러나 플라이 애쉬는 그 품질의 편차가 크고, 경우에 따라서 미연 탄소분에 의한 AE제 흡착 등으로 인하여 콘크리트의 내구성 및 강도를 저하시킬 수 있는 요소를 내포하고 있으므로 사용 시 주의가 필요하다. 본 연구에서는 다양한 치환율의 플라이 애쉬를 혼입한 콘크리트를 경화 전후에 특성실험을 한 다음, 그 결과를 분석 고찰함으로써 열화를 저감하고, 내구성을 갖는 콘크리트를 제조하기 위하여 혼화재 및 결합재로서의 적용성 및 타당성을 검증하고자 한다.

• Geomechanics and Engineering
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• 제12권2호
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• pp.257-267
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• 2017

This paper presents laboratory investigation of stabilization of subgrade soil. One type of soil and three types of stabilizers i.e., hydrated lime, class F fly ash and polypropylene fibres are selected in the study. Atterberg limit, compaction, california bearing ratio (CBR), unconfined compressive strength and triaxial shear strength tests are conducted on unstabilized and stabilized soil for varying percentage of stabilizers to analyze the effect of stabilizers on the properties of soil. Vertical compressive strains at the top of unstabilized and stabilized subgrade soil were found out by elasto-plastic finite element analysis using commercial software ANSYS. Strategy for design of optimum pavement section was based on extension in service life (TBR) and reduction in layer thickness (LTR). Extension in service life of stabilized subgrade soil is 6.49, 4.37 and 3.26 times more due to lime, fly ash and fibre stabilization respectively. For a given service life of the pavement, there is considerable reduction in layer thicknesses due to stabilization. It helps in reduction in construction cost of pavement and saving in natural resources as well.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2009년도 춘계 학술논문 발표대회 학계
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• pp.113-117
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• 2009

Fly ash (called FA hereafter) that results from thermal power plants is a long-term strength improving substance with reactivity to pozzolan and has been used for long. However, large amount of FA shows many advantages such as reduction of hydratio energy, long-term improvement in strength and economic feasibility and also has difficulties from reduction in initial strength and durability. In a preceding study, fine particle cement was applied to test the effects on initial strength. Therefore in this study, the effects of fine particle cement on the quality of FA concrete were reviewed. The results can be summarized as follows. Liquidity was increased by the most at FC substitution ratio of 15%. Air capacity was reduced according to increasing substitution ratio of FA and FC. Compressive strength showed high strength expression at all ages when FC was substituted at 45%. Synthesizing the above results, appropriate mixing of FC in FA concrete can improve liquidity, reduce unit quantity and show improvement in strength. In particular, mixed use of FC seems effective in improving early quality of concrete.

• 대한환경공학회지
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• 제37권7호
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• pp.412-417
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• 2015

본 연구는 하수처리장에서 발생하는 하수슬러지 소각재와 Geobond를 이용한 응용 블록의 개발을 위하여 수행하였다. 실험은 무소성 공정으로 진행하였으며, Sewage Sludge Ash (SSA)를 Geobond(무기바인더)와 특수시멘트인 초조강 시멘트 마이크로 시멘트, 모래 등의 바인더를 혼합한 각각의 페이스트 시편을 성형 후 건조 및 양생과정을 거친 시편을 단기 압축강도를 측정한 후 28일 장기 양생한 결과 압축 강도가 64.6 MPa로 발현하였다. 이는 KS기준치 22.54 MPa ($229.7kg/cm^2$)을 훨씬 상회하는 고강도의 압축강도를 나타내었다. 하수슬러지 소각재(SSA) 첨가율은 각 바인더 별 약 10~40%까지 혼합 가능한 것으로 나타났다. 따라서 SSA를 무기바인더인 Geobond와 특수시멘트(HESPC, MC)의 대체 물질로의 사용이 가능함을 입증하였다.

• 대한환경공학회지
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• 제36권12호
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• pp.843-850
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• 2014

본 연구는 국내 하수처리장에서 발생하는 감량화/안정화된 소각재를 무기바인더로 재이용하기 위하여 수행하였다. 실험은 무소성 공정으로 진행하였으며, Sewage Sludge Ash를 시멘트, Geobond 등의 바인더와 모래를 혼합하여 페이스트 시편과 몰탈 시편으로 성형하였다. 성형 후 양생과정을 거친 시편을 압축강도를 측정한 결과 KS 기준치 22.54 Mpa ($229.7kg/cm^2$)을 상회하고, 하수슬러지 소각재(SSA) 첨가율은 약 10~40%까지 가능한 것으로 나타나 개발하고자 한 하수슬러지 소각재를 무기바인더인 시멘트, Geobond의 대체 물질로 재활용이 가능함을 입증하였다.

• International Journal of Industrial Entomology and Biomaterials
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• 제13권2호
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• pp.97-101
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• 2006

The efficacy of wood ash from Terminalia arjuna (arjun) and T. tomentosa (asan) has been tested against virosis of tasar silkworm, Antheraea. mylitta D. The Polyhedral Occlusion Bodies (POBs) of Cytoplasmic Polyhedrosis Virus of A. mylitta (AmCPV) were exposed to the aqueous solution (0.5 to 4%) of wood ash for 5 to 30 minutes. The treated suspension of POBs was orally inoculated once to tasar silkworm larvae after 24 hours of $1^{st}$ moult, and larvae reared in indoor on arjun leaves till spinning. The application of aqueous solution of wood ash has established its potential as antiviral agent against cytoplasmic polyhedrosis virus. Two percent aqueous solution of wood ash from arjun and asan dissolved the Polyhedral Occlusion Bodies (POBs) of cytoplasmic polyhedrosis virus of tasar silkworm and inactivated the virions within a short period of 20 to 30 minutes. In vivo efficacy of aqueous solution of wood ash resulted in reduction of larval mortality due to virosis. The mortality was reduced to $2.56{\pm}0.21\;and\;3.03{\pm}0.32%$ when treatment of 2.0% solution of wood ash of arjun and asan respectively were applied for 20 minutes, compared to inoculated control $(92.18{\pm}7.52%)$. No mortality was recorded when treatment of 2.5% solution of wood ash of arjun and asan were applied for 10 minutes or more.

• 한국건설순환자원학회논문집
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• 제4권4호
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• pp.439-445
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• 2016

최근 온실가스 저감 및 자원 재활용 등의 목적으로 플라이애시를 대량으로 사용하기 위한 연구가 활발히 진행되어오고 있다. 하지만, 플라이애시의 경우 생산 조건에 따른 품질 변동성이 크기 때문에 레드믹스트 콘크리트로의 대량 활용에 어려움이 있다. 본 연구에서는 국내 8개 화력발전소에서 생상되는 플라이애시를 대상으로 이를 이용한 플라이애시 모르타르에 대한 성능평가에 대한 연구를 수행하였다. 이를 위해 플라이애시에 대한 화학분석 등의 기초물성을 분석하였으며, 이를 활용한 플라이애시 모르타르에 대한 응결, 흐름, 압축강도 발현, 건조수축 및 탄산화 특성을 분석하였다. 각 화력발전소에서 생산된 플라이애시는 사용 연료 및 연소 조건 등의 상이에 의해 플라이애시의 구성 성분과 형상이 크게 다르게 나타났으며, 이러한 이유로 플라이애시 모르타르의 응결, 흐름, 압축강도, 건조수축, 탄산화에 대한 특성에 대한 변동성이 나타났다.