• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.553-556
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• 2006

Chloride penetration is the main reason which causes the deterioration of concrete structures. Chloride penetration of concrete structures due to chemical-physical phenomena can be profitably analyzed by means of model-based simulations. The main purpose of this paper is to analyze chloride penetration considering self-desiccation, convection and admixture(GBFS: granulated blast-furnace slag) effects. Basic governing equations are modified properly to apply these effects to chloride penetration analysis. Temperature and relative humidity data of In-Cheon from Korea Meteorological Administration are used for analyzing chloride penetration.

• 한국도로학회논문집
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• 제15권5호
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• pp.81-89
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• 2013

PURPOSES : This study is to evaluate ASR(alkali silica reactivity) resistance of ternary blended binder adding ultra fine mineral admixture. METHODS : This study analyzes ASR expansion using ASTM C 1260 and 1567. RESULTS : This study showed that the fineness of mineral admixture had no effect on ASR expansion. The expansion of ternary blended binder(UFFA 20%+FGGBS 10%) were below 0.1%, and this binder met the ASR standard. Also when adding the CSA expansion agent, ASR expansion slightly decreased. The expansion of latex modified mixture increased by 80% comparing plain mixture. CONCLUSIONS : Ternary blended binder met the ASR standard, and this binder is available in concrete bridge deck overlay.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2022년도 봄 학술논문 발표대회
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• pp.99-100
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• 2022

This study analyzed the basic characteristics of mortar using CGS modified by pretreatment. As a result of the analysis, it was found that CGS after reforming can be partially replaced with fine aggregates to solve the existing air volume reduction problem when used, and can contribute positively in terms of securing fluidity and improving strength. Therefore, it is considered necessary to verify as a functional material of CGS through concrete durability experiments as a future task.

• 한국건축시공학회지
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• 제16권4호
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• pp.321-329
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• 2016

포틀랜드 시멘트, 고로슬래그 미분말, 플라이애시를 활용한 3성분계 혼합시멘트는 해양 콘크리트 구조물의 염해내구성 확보 등의 이유로 사용이 증가하고 있다. 이에 따라 본 연구에서는 보통포틀랜드 시멘트, 고로슬래그 미분말, 플라이애시를 4:4:2로 혼합한 3성분계 시멘트에 알칼리 설페이트계 활성화제(Modified Alkali Sulfate type)를 1.5~2.0% 사용할 때, NT Build 492에 의한 염화물 확산 시험과 ASTM C 1202( KS F 2271)에 의한 염소이온 침투 저항성 시험을 이용하여 콘크리트의 염해저항성의 변화를 관찰하고자 하였다. 그 결과 알칼리 설페이트계 활성화제의 활용에 따라 Plain 대비 슬럼프는 다소 감소하는 경향을 나타냈으나 재령 2일부터 재령 7일까지의 압축강도는 17~42% 향상되었다. 또한 재령 28일에 측정한 염화물 확산 계수는 알칼리 설페이트의 활용에 따라 Plain 대비 36~56% 감소하였으며, 염소이온 침투 저항성 시험에 따른 총통과전하량은 재령 7일은 33~62%, 재령 28일은 31~48% 감소하는 결과를 나타내었다. 이는 기존의 연구결과와 마찬가지로 알칼리 활성화에 의해 고로슬래그 미분말 및 플라이애시의 반응성이 향상되어 공극이 더욱 치밀해진 효과에 의한 것으로 판단된다. 향후 이와 관련하여 장기재령의 시험체를 대상으로 한 실험과 분석이 지속적으로 이루어져야 할 것으로 판단된다.

• 대한토목학회논문집
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• 제28권1B호
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• pp.149-152
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• 2008

철의 환원 특성에 관한 연구는 이미 널리 수행되었으며 특히 미네랄과 2가철의 반응 메커니즘은 2가철의 흡착이나 바운드를 통해 Fe(II)-Fe(III) (hydr)oxides를 생성하여 2가철이 3가철로 산화됨으로써 물질을 환원시키는 것으로 받아들여지고 있다. 그러나 2가철로 개질된 재강슬래그를 이용한 DS/S 실험과정에서 이러한 메커니즘으로 설명하기 힘든 현상을 발견하였다. 재강슬래그의 주요 성분중의 하나인 FeO와 Fe(II)만을 이용하여 TCE의 분해과정을 실험해 본 결과 초기 TCE의 분해가 이루어지지 않다가 급속히 분해되는 현상을 보였으며 이러한 시스템에서 TCE의 분해는 예상치 못한 결과였다. FeO/Fe(II) 시스템은 3가철이 존재하지 않기 때문에 기존의 Fe(II)-Fe(III) (hydr)oxides를 형성하는 환원 메커니즘으로는 설명할 수 없었다. 따라서 본 연구에서는 TCE의 분해실험과 분해 부산물의 측정, 2가철과 3가철을 확인함으로써 FeO/Fe(II) 시스템의 환원특성을 확인해 보고자 하였다. 실험 결과 2가철이 FeO에 흡착 또는 바운드 되는 것을 확인 할 수 는 있었으나 기존의 메커니즘으로 설명하기에는 부족한 부분이 있었다. 분해부산물들을 통해 환원으로 인한 TCE의 분해는 의심의 여지가 없었으나 FeO/Fe(II) 시스템이 새로운 species를 형성하는지, 혹은 FeO에 Fe(II)가 흡착 또는 바운드 되어 이제껏 알려지지 않은 형태의 새로운 미네랄 상을 형성하는지는 좀 더 상세한 연구가 필요하다.

• 한국융합학회논문지
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• 제8권2호
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• pp.157-162
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• 2017

제지슬러지 소각재, 용광로 슬래그 미세분말 생석회, 무수석고 및 프라이애쉬 등을 혼합하여 무기계고화재를 제조하였다. 슬러지 처리용으로 개발된 고화재의 주성분은 SiO, $Al_2O_3$, $TiO_2$, $Fe_2O_3$, $Mn_2O_3$, CaO, MgO, $Na_2O$, $K_2O$, $P_2O$, $SO_3$이었다. 시멘트와 달리, 개발된 고화재에는 발암물질로 알려진 $Cr^{6+}$가 함유되지 않았다. 중금속 및 기름 오염토를 고화재와 혼합한 후 7일간 양생하여 빗물용출실험을 시행한 결과 중금속이 미미하였다. 하수슬러지 케이크 및 음식물쓰레기와 고화재를 각각 혼합하여 7일 양생 후 토양성분실험을 한 결과 중금속 함량이 환경기준치 이하로 나타났다. 슬러지, 고화재 및 첨가제 혼합시료를 비이커에 혼합한 후 암모니아 농도를 측정한 결과 3일 후 0이 되었다.

• 한국태양에너지학회:학술대회논문집
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• 한국태양에너지학회 2009년도 춘계학술발표대회 논문집
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• pp.102-108
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• 2009

Fossil power plants firing lower grade coals or equipped with modified system for NOx controls are challenged with maintaining good combustion conditions while maximizing generation and minimizing emissions. In many cases significant derate, availability losses and increase in unburned carbon levels can be attributed to poor combustion conditions as a result of poorly controlled local fuel and air distribution within the boiler furnace. In order to develop a on-line combustion tuning system, field test was conducted at operating power boiler. During the field test the exhaust gases' $O_2$, NOx and CO was monitored by using a spatially distributed monitoring grid located in the boiler's high temperature vestibule and upper convective back-pass region. At these locations, the flue gas flow is still significantly stratified, and air in-leakage is minimal which enables tracing of poor combustion zones to specific burners and over-fire air ports. using these monitored information we can improving combustion at every point within the furnace, therefore the boiler can operate at reduced excess $O_2$ and gas temperature deviation, reduced furnace exit gas temperature levels while also reducing localized hot spots, corrosive gas conditions, slag or clinker formation and UBC. Benefits include improving efficiency, reducing NOx emissions, increasing output and maximizing availability. Discussion concerning the reduction of greenhouse gases is prevalent in the world. When taking a practical approach to addressing this problem, the best way and short-term solution to reduce greenhouse gases on coal-fired power plants is to improve efficiency. From this point of view the real time optimized combustion tuning approach is the most effective and implemented with minimal cost.

• 한국태양에너지학회 논문집
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• 제29권5호
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• pp.45-52
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• 2009

Fossil power plants firing lower grade coals or equipped with modified system for $NO_x$ controls are challenged with maintaining good combustion conditions while maximizing generation and minimizing emissions. In many cases significant derate, availability losses and increase in unburned carbon levels can be attributed to poor combustion conditions as a result of poorly controlled local fuel and air distribution within the boiler furnace. In order to develop a on-line combustion tuning system, field test was conducted at operating power boiler. During the field test the exhaust gases' $O_2,\;NO_x$ and CO was monitored by using a spatially distributed monitoring grid located in the boiler's high temperature vestibule and upper convective rear pass region. At these locations, the flue gas flow is still significantly stratified, and air in-leakage is minimal which enables tracing of poor combustion zones to specific burners and over-fire air ports. using these monitored information we can improving combustion at every point within the furnace, therefore the boiler can operate at reduced excess $O_2$ and gas temperature deviation, reduced furnace exit gas temperature levels while also reducing localized hot spots, corrosive gas conditions, slag or clinker formation and UBC. Benefits include improving efficiency, reducing $NO_x$ emissions, increasing output and maximizing availability. Discussion concerning the reduction of greenhouse gases is prevalent in the world. When taking a practical approach to addressing this problem, the best way and short-term solution to reduce greenhouse gases on coal-fired power plants is to improve efficiency. From this point of view the real time optimized combustion tuning approach is the most effective and implemented with minimal cost.

• 콘크리트학회논문집
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• 제17권4호
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• pp.559-567
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• 2005

본 연구는 혼화재료(실리카퓸, 플라이애쉬, 고로슬래그)를 사용하여 교면 포장에 적용할 고성능 콘크리트의 최적배합비를 도출하기 위하여 실시되었다. 최적배합비를 도출하기 위하여 실리카퓸, 플라이애쉬, 고로슬래그의 세가지 혼화재료를 고려하여 통계학의 최적화 기법인 Box Behnken 설계 방법을 사용하였다. 압축강도와 염소이온투과저항성 시험을 실시하였으며 시험 결과를 기초로 최적의 배합비를 도출하였다. 도출된 최적배합은 기술적으로 분석하였으며 시험 결과는 교면포장을 위한 고성능 콘크리트 성능 기준과 비교하였다. 최적배합은 만족할 만한 성능을 보여주었다. 또한 최적배합으로 도출된 고성능 교면포장 콘크리트는 재료의 가격뿐만 아니라 모빌믹서를 사용하지 않고 일반 믹서를 사용하기 때문에 시공비용도 감소시킬 수 있다.

• 한국농공학회논문집
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• 제64권2호
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• pp.37-45
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• 2022

In-situ pilot experiment was carried out to establish a countermeasure on the soil loss from the hill side uplands that was rehabilitated by soil remediation method nearby abandoned mine sites for 2 years. It was considered that the affect of an inclination of cover surface, a stabilization treatment of cover layer by lime and steel refining slag (SRS) and a vegetation of soil surface as an effect factors in the experiment. It was constructed 4 lysimeters (plots, 22 m long, 4 m width) on the hilly side (37% inclination). One plot was control and two plots was treated by 1% lime and SRS. A remind one plot was modified a inclination to 27% to compare the affect of inclination on the amount of cover soil loss. It was attached a reservior tank and water level gauge in the end of lysimeters to measure the amount of the surface water flow and soil loss. It was also installed the automated sensors that could be collect the precipitation, soil moisture content, tension of cover layer in each plots. It was observed that the event of precipitation were caused the soil loss and it were related the physical and chemical properties of cover soil and inclination of surface layer of plots. During the experiment, it was exceeded the national regulation (50 t/ha/yr) in 37% inclination plots even though it was vegetated on the cover soil surface. However, in 27% inclination plot, it was shown that the amount of soil loss was maintained below the national regulation and, more ever, vegetation could reduce the the amount of soil loss. Therefore it was expected that such results could be applied to the future design of rehabilitation projects on the polluted farmland nearby abandoned mine sites.