• Magazine of the Korea Concrete Institute
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• v.11 no.2
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• pp.221-230
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• 1999

Corrosion of rebars can occur if there are cracks, moisture and availability of oxygen or carbonation proceeds, chloride penetrates and diffuses in concrete. Once rebars in concrete corrodes, subsequently accompanied with scaling, spalling in concrete cover. As a result of them, the RC structure is seriously deteriorated. In this study, theoretical review and experiments for cathodic protection(CP) have been performed to control corrosion of rebars in concrete contained chlorides and pre-crack. For CP the impressed current system was applied, the protection effect was investigated when rebars was directly contacted with salt water due to crack and open to much chlorides in concrete. In order to investigate the effect of protection, when CP was energized for 1 year, half-cell potential, potential-decay with current density, corrosion ratio, etc. were measured. With the cathodic protection by impressed current system, the depolarized values of all specimen were met NACE Standard, the effect of 34~84% of the ratio of corrosion area and 84~86% of cross-section reduction were calculated.

• Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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• v.6 no.1
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• pp.35-44
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• 2008

Long-term degradation of coment barrier by diffusion was studied with reactive transport modeling. The result of modeling showed that cement barrier was altered about 30cm thickness after 50,000 years. The pH decreased from 13.0 to 11.9 because of depletion of alkali ions, and dissolution/precipitation of portlandite and CSH (Calcium Silicate Hydrate). In addition, porosity increased about 0.3 because of dissolution of portlandite and $CSH2.0(Ca_2SiO_3(OH)_2:0.17H_2O)$. The solubility of uranium also increased with the increase of pe value The results of this study indicate that long-term degradation of comet can enhance the transport of nuclide by changing pH, pe, porosity in barrier.

• Journal of Sensor Science and Technology
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• v.5 no.1
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• pp.57-62
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• 1996

To decrease the leakage current of $p^{+}n$ junction diode with hyperabrupt structure, the $3000{\AA}$ polysilicon was deposited on the top of conventional $p^{+}n$ diode and then annealed for 30 minutes at $900^{\circ}C$ in the $N_{2}$ ambient. It was estimated for both $p^{+}n$ diodes with and without polysilicon layer, and the impurity materials of n diffused layer to observe the influence of the polysilicon layer on leakage current characteristics. The leakage current was reduced to the order of 3 by using polysilicon layer. A large number of dislocation loops, which were believed to be generated by As-implanted diffused layer, were found to be removed by using polysilicon through TEM analysis.

• Journal of the Korea institute for structural maintenance and inspection
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• v.15 no.2
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• pp.79-87
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• 2011

In this study, the chloride penetration tests were performed for the initially cracked reinforced concrete members. The chloride diffusion characteristics and the critical crack width are compared, and the properties of self-healing are investigated. According to the test results, the chloride penetration resistance was greatly reduced as the surface crack width increased. When the mineral admixtures are added, the chloride penetration resistance of uncracked specimens were effectively increased, however, in case of the blast furnace slag and fly ash, the cracked specimens showed the more reduced resistance than OPC case, inversely. Also, the critical width was $29{\mu}m$, on average, for immersion test. The crack width with $4{\sim}15{\mu}m$ was restored by self-healing, The parts restored by self-healing were seemed to be visually restored, however, the chloride penetration resistance was not restored, perfectly.

• Korean Chemical Engineering Research
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• v.55 no.1
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• pp.7-12
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• 2017

Recovery of sulfuric acid is very important after biomass converted to sugar by acid hydrolysis. In this work, the separation of sulfuric acid from sulfuric acid/glucose solution was studied by electrodiaysis. Three chamber method, which requires both anion membrane and cation membrane, is the most commonly used in the electrodialysis process, but two chamber method using only an anion membrane was the focus of this study. Sulfuric acid was perfectly separated from a mixture of 10~30 wt% glucose and 1~3 M sulfuric acid by electrodialysis using two chamber method. The separation rate of sulfuric acid lineary increased with higher current density when the affect of diffusion and convection of the membrane was small. Without electric energy, 45% of sulfuric acid was separated by diffusion and convection only.

• Journal of the Korean Recycled Construction Resources Institute
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• v.7 no.3
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• pp.56-61
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• 2012

The most common deterioration cause of concrete structures over the world is chloride ions attacks. Thus, service life modeling of concrete is a crucial issue in civil engineering society. Many studies on the durability of concrete have been accomplished, however, it is not easy to review literatures about environmental analysis. Since the durability of concrete depends on the properties of the surface concrete. micro-climatic condition which influences on surface concrete realistically should be considered. This study is devoted to analysis the micro-climatic condition of concrete structures, based on the in-situ monitoring of weather in marine environment. The effect of degree of saturation on chloride diffusivity of concrete is also examined. It is expected that the result of this work should be available for the prediction of chloride profile of marine concrete.

• Journal of the Korean Ceramic Society
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• v.35 no.1
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• pp.55-65
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• 1998

The oxidation behavior of Ag-36.8a%Cu-7.4at%Ti alloy brazed on Si3N4 substrate was investigated at 400, 500 and 600$^{\circ}C$ in air. Under this experimental condition Si3N4 and Ag were not oxidized whereas Cu and Ti among the brazing alloy components were oxidizied obeying the parabolic oxidation rate law. The activation energy of oxidation was found to be 80kj/ mol which was smaller than that of pure Cu owing to the presence of oxygen active element of Ti. The outer oxide scale formed from the initial oxidation state was always composed of Cu oxides which were known to be growing by the outward diffusion of Cu ions. As the oxidation progressed the concentration gradient occurred due to the continuous consumption of Cu as Cu oxides and consequently build-up of an Ag-enriched layer below the Cu oxides resulted in the formation of multiple oxide scales composed of Cu oxide (CuO) /Ag-enriched layer/Cu oxide (Cu2O) /Ag-enriched layer. Also the inward diffusing of oxygen through Cu oxide and Ag-enriched layers led to the formation of internal oxides of TiO2.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.1053-1056
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• 2008

Permeability coefficient of concrete is a substantial key parameter for understanding the durability performance of concrete and its micro-structural densification. Many researches to deal with the issue have been accomplished, however, it is very rare to deal with the theoretical study on permeability coefficient in connection with carbonation of concrete and the effect of volumetric fraction of cement paste or aggregate on the permeability coefficient. The majority of these researches have not dealt with this issue combined with carbonation of concrete, although carbonation can significantly impact on the permeability coefficient of concrete. The purpose of this study is to establish a fundamental approach to compute the permeability coefficient of (non)carbonated concrete. When simulating micro-structural characteristics as a starting point for deriving a model for the permeability coefficient by the numerical simulation program for cementitious materials, HYMOSTRUC, a more realistic formulation can be achieved. For several compositions of cement pastes, the permeability coefficient is calculated with the analytical formulation, followed by a microstructure-based model. Emphasis is on the micro-structural changes and its effective change of the permeability coefficient of carbonated concrete. The results of micro-structural water permeability coefficient model will be compared with results achieved from permeability experiments.

• Proceedings of the Materials Research Society of Korea Conference
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• 2009.05a
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• pp.28.2-28.2
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• 2009

군사적, 산업적 용도로 널리 활용되고 있는 적외선 검출기는 InSb, HgCdTe(MCT)와 같은 물질들을 감지 소자로 사용하고 있다. 현재 가장 많이 사용되는 MCT는 적외선의 전 영역을 감지할 수 있는 장점이 있지만, 대면적 제작이 어려운 단점이 있다. 이에 비해 InSb는 안정적인 재료의 특성, 높은 전하이동도($1.2\times10^6\;cm^2/Vs$) 그리고 대면적 소자 제작의 가능성 등이 높게 평가되어 차세대 적외선 검출소자로 각광 받고 있다. InSb 적외선 수광 소자는 1970년대부터 미국을 중심으로 이온주입, MOCVD 또는 MBE와 같은 다양한 공정을 이용하여 제작되어 왔으며, 앞으로도 군수용 제품을 비롯하여 산업전반에서 더욱 각광을 받을 것으로 예상된다. 하지만 InSb는 77 K에서 0.225 eV의 상대적으로 작은 밴드갭을 갖고 있기 때문에 누설전류로 인한 성능저하가 고질적인 문제로 대두되었고, 이를 해결하기 위한 고품질 절연막 연구가 InSb 적외선 수광 소자 연구의 주요 이슈 중 하나가 되어왔다. PECVD, photo-CVD, anodic oxidation 등의 공정을 이용하여 $SiO_2$, $Si_3N_4$, 양극산화막(anodic oxide) 등 다양한 물질들에 대한 연구가 진행되었고[1,2], 산화막과 반도체 계면에서의 열확산을 억제하여 계면트랩밀도를 최소화하기 위한 연구도 활발히 이루어졌다[3]. 하지만 InSb 소자의 성능개선을 위한 최적화된 산화막에 대한 연구는 여전히 불충분한 실정이다. 본 연구에서는 n형 (100) InSb 기판 (n = 0.2 ~ $0.85\times10^{15}cm^{-3}$ @ 77 K)을 이용하여 양극산화막, $SiO_2$, $Si_3N_4$ 등을 증착하고 절연막으로서 이들의 특성을 비교 분석하였다. 양극산화막은 상온에서 1 N KOH 용액을 이용하여 양극산화법으로 증착하였으며, $SiO_2$, $Si_3N_4$는 PECVD로 $150^{\circ}C$에서 $300^{\circ}C$까지 온도를 변화시켜가며 증착하였다. SEM분석과 XPS분석으로 두께의 균일도와 절연막의 조성, 계면확산 정도를 확인하였으며, I-V와 C-V 커브측정을 통해 각 절연막의 전기적 특성을 평가하였다. 이 분석들을 통해 각각의 공정 조건에 따른 절연막의 상태를 전기적 특성과 관련지어 설명할 수 있었다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.15 no.2
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• pp.1188-1194
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• 2014

The purpose of this study is to estimate Chloride Attack Resistibility and mechanical properties of quaternary concrete adding fly ash, blast-furnace slag, and silica fume. Compressive strength, modulus of elasticity, chloride migration coefficient, charge passed from Rapid chloride penetration test(RCPT), and immersion testing in 3% NaCl are tested. Chloride migration coefficient and charge passed of quaternary concrete measured $0.032{\times}10^{-12}m^2/sec$ and 650 coulomb at 17 weeks, which are in a permitted limit. Also in immersion test, depth of chloride penetration and maximum chloride ion of quaternary concrete measured 3.7 mm and $10.211kg/m^3$ respectively. From the results, quaternary concrete adding fly ash, blast-furnace slag, and silica fume denotes improvement of mechanical properties and chloride attack resistibility.