• 한국표면공학회지
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• 제41권6호
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• pp.287-291
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• 2008

Reactively magnetron sputtered TiN films were deposited on Si wafers under varying bias voltage and characterized by X-ray diffraction, field-emission scanning electron microscopy and Nanoindentation. The films deposited under an Ar + $N_2$ atmosphere exhibited a mixed (200)-(111) orientation with a strong (200) texture, which subsequently changed to a strong (111) texture with increasing bias voltage. The changes in texture and grain size of the TiN thin films are due to one or a combination of factors such as strain energy, surface free energy, surface diffusivity and adatom mobility. The influence of each factor depends on the processing conditions. The average deposition rate and grain size were calculated from FE-SEM images of the films indicating that the deposition rate was lower at the films deposited under bias voltage.

• Progress in Superconductivity
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• 제3권2호
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• pp.188-192
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• 2002

To introduce flux pinning center in HTS-BSCCO system, nano-size MgO particles were uniformly distributed within the Bi-2223 grain by partial hydration of MgO. The existing method MgO doped Bi-2223 used nato-size MgO powders, which resulted in agglomeration during mixing or grain growth during heat-treatment due to the high surface energy of the fine particles. By hydration of the MgO surface, the agglomeration of the MgO powders was avoided and the size of remaining MgO core was controlled by changing hydration medium and time. The thin film obtained by spin coating of (Bi_$1.8/Pb_{0.4}$)$Sr_2$$_{Ca}$$2.2/Cu_3$ $O_{y}$ nitrate solution mixed with hydrated MgO showed the even distribution of nano-size MgO particles in the Bi-2212 grains.s.s.

• 대한화학회지
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• 제8권2호
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• pp.78-81
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• 1964

In this report, some practical problems that are concerned with the infected barley were examined. Most of the toxic substance is present in the bran. It was almost impossible to remove the toxic substance with water or methanol completly, however, we found it is effectively eliminated by soaking the whole grain with 2%, calcium hydroxide suspension for 24 hours. As a detoxifying agent, kieselguhr was very effective; the grain mixed with little amounts (0.4-0.5%) of kieselguhr may be used as an animal feed.

• 한국지반공학회논문집
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• 제34권10호
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• pp.39-49
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• 2018

본 연구는 심층혼합시료의 탄성계수를 파악하기 위하여 점토, 모래, 자갈의 입도 구성조건에 안정재 혼합비 8%, 10%, 12%, 14%로 혼합하여 총 320개의 공시체를 제작하였다. 이러한 공시체를 사용하여 일축압축시험을 수행하였고, 일축압축강도와 변형률을 분석하여 할선탄성계수와 접선탄성계수를 구하였다. 실내시험 결과 모든 심층혼합시료는 양생기간과 안정재 혼합비가 증가함에 따라 일축압축강도가 증가하였는데, 이에 대한 할선탄성계수와 접선탄성계수도 증가하는 경향이 뚜렷하게 나타났다. 양생기간에 따른 탄성계수 값의 증가는 할선탄성계수보다 접선탄성계수가 크게 나타났지만, 탄성계수의 증분비는 할선탄성계수가 크게 나타났다. 안정재 혼합비 8%에 대한 탄성계수와 안정재 혼합비 10%, 12%, 14%에 대한 탄성계수 값을 비교하여 안정재 혼합비에 따른 탄성계수를 추정할 수 있는 상관관계식을 공시체 조건별로 구하였다. 심층혼합시료의 입경이 굵어지면 각각의 탄성계수가 증가하는 경향이 나타났으며,가장 큰 영향을 미치는 입경의 분포는 모래질의 구성비가 높을 때 나타났다. 한편 탄성계수증가는 공시체 종류별로는 모래질 공시체가 점토질과 자갈질 공시체보다 크게 나타났다. 이러한 결과를 바탕으로 심층혼합시료의 입도 분포와 안정재 혼합비로 현장의 심층혼합지반의 적절한 지반정수를 제안할 수 있을 것으로 판단된다.

• 한국식품저장유통학회지
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• 제24권8호
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• pp.1188-1194
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• 2017

DSS로 대장염을 유도한 C57BL/6 마우스에게 잡곡(보리, 수수, 기장)과 죽염, 종균(AB, ABL)을 접종한 메주로 만든 고추장을 섭취시켰다. MG-AB와 MG-ABL을 섭취한 마우스는 control에 비교해 대장의 길이를 증가시키고, 무게/길이비율은 감소시켜 대장염의 염증반응을 억제시켰다. MG-ABL은 혈청에서 IL-6의 발현을 control과 MG-AB군에 비해 유의적으로 감소시켰고, apoptosis 관련 인자인 Bax와 Bcl-2의 발현을 조절하여 apoptosis를 유도하였다. 따라서 MG-ABL은 발효 시 첨가된 Lab. plantarum로 인해 대장조직의 손상을 억제하고 전염증성 사이토카인과 apoptosis 관련 인자를 조절하여 대장염을 억제하는 것으로 나타났다.

• 한국지형학회지
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• 제20권4호
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• pp.1-13
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• 2013

파도리 해빈은 우리나라의 대표적인 혼합해빈으로써 태안해안국립공원에 속하며 다양한 미지형 경관의 변화가 나타나는 해빈이다. 본 연구의 목적은 소산형 저조간석지와 반사형 비치페이스로 이루어진 5~7m의 대조차 혼합해빈인 파도리 해빈의 퇴적물 분포 특성을 미지형과의 관계를 통해 이동 매커니즘을 밝히고 파랑조건과 조석조건에 따른 미지형 경관변화의 양상을 파악하는 것이다. 연구 결과 첫째, 남부에서 북부로 갈수록 퇴적물 입도가 작아지는 경향성을 보였으며 해빈 남부에 넓게 펼쳐진 파식대가 해식애와 함께 주요한 퇴적물의 기원임을 알 수 있다. 파도리 해빈의 비치페이스와 범의 퇴적물 분포와 해빈을 가로지르는 방향과 연안 방향으로 일정한 입도 분포의 경향성을 보이는 것에 대해서는 선별운반작용으로 설명할 수 있다. 둘째, 혼합해빈의 미지형 경관변화의 주요한 원인에는 파랑과 조석이 있으며, 저파랑 환경에서 범이 발달하고 상부비치페이스에 비치 커습이 나타나는 반면 고파랑 환경에서 범의 규모가 작아지고 상부 비치페이스의 퇴적물은 혼합되는 경향을 보인다.

• 한국농공학회지
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• 제27권2호
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• pp.57-71
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• 1985

The characteristics of compaction and unconfined compressive strength were investigated by mixing with lime to all soils adjusted by given percentages of two kinds of clays to sand to obtain the most effective distribution of grain size and the optimum lime content for soil stabilization. In addition, unconfined compressive strength and durability tested by adding of sodium metasilicate, sodium sulfate, sodium carbonate, sodium gydroxide and magnesium oxide to lime-soil mixture mixed with 8 percent lime to adjusted soil having the mixing percentage of 60 percent of cohesive black clay and 40 percent of sand by weight to get the effect and the optimum content of chemicals. The results obtained were as follows; 1.With the addition of more lime, the optimum moisture content was increased, and the maximum dry density was decreased, whereas the more the amount of clay and the less was the maximum drt density. 2. In the soil having more fine grain size the unconfined compressive strength was larger in the earlier stage of curing period, in accordance with the longer period, the mixing percentages of sand to clay showing the maximum unconfined compressive strength, on the basis of 28-day strength, were 60% : 40% (black clay) and 40% : 60% (brown clay) respectively. 3. The reason why the soil adjusted with black clay was remarkably bigger in the unconfined compressive strength than ones adjusted with brown clay for all specimen of lime-soil mixture was the difference in the kind of clay, the amount of chemical compositions the value of pH. Black clay was mainly composed of halloysite that reacted with lime satisfactorily, whereas the main composition of brown clay was kaolinite that was less effect in the enhance of unconfined compressive strength. Also the difference of unconfined compressive strength was because black clay was larger in the amount of composition of calcium oxide and magnesium oxide in the value of pH affecting directly on the unconfined compressive strength of lime-soil mixture than brown clay. 4. In the lime-soil mixture mixed with 8 percent of lime to soil that mixing percentage of sand to black clay was 60% : 40%, on the standard of 7-day strength, the effect of chemical was arranged in the order of magnesium oxide, sodium carbonate, sodium sulfate, sodium hydroxide and sodium metasilicate. 5. The optimum amount of chemical being applicable to the maximum unconfined compressive strength of lime-chemical-soil mixture was 1 percent by weight for air dry soil in the case of adding sodium carbonated and 0.75 percent on sodium hydroxide, the unconfined compressive strength was increased continuously with increase of the amount of chemical up to 2 percent of chemical content is the lime-chemical-soil mixture added sodium metasilicate, sodium sulfate and magnesium oxide. 6. It was considered that the chemical played and accelerant role of early revelation of strength because the rate of increase of unconfined compressive strength of all of lime-chemical-soil mixtures was largest on the 7-day cured specimen. 7. The effect of test on freezing and thawing after adding suitable amount of chemical on the lime-soil mixture mixed with 8 percent of lime to soil that mixing percentage of sand to black clay was 60% : 40% was arranged in the order of magnesium oxide, sodium carbonate, sodium sulfate, sodium metasilicate and sodium hydroxide.

• 대한토목학회논문집
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• 제31권5C호
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• pp.171-185
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• 2011

레디믹스트(Ready-mixed) 숏크리트는 전문공장에서 원재료를 건조배합 형태로 생산하여 시공현장으로 운반 및 타설되는 재료로서, 확실한 골재 품질관리가 가능하며 규격화된 재료 사용으로 시공 품질 개선이 가능하다. 특히, 현장 배치플랜트의 축소 혹은 생략이 가능하기 때문에, 설치비용 절감 및 부지확보로 인한 민원과 환경문제를 해결할 수 있는 추가적인 장점이 있다. 본 연구에서는 숏크리트 성능 향상을 위한 방법으로 혼화재 및 급결제에만 국한되어 있던 기존 연구방향을 벗어나, 골재 자체의 품질 개선을 통해 숏크리트 성능을 향상시키고자 하였다. 기초 연구에서는 국내 숏크리트 시공실태 및 공급골재의 품질파악을 실시하였고, 현장실험을 통해 레디믹스트 숏크리트의 굵은 골재 최대치수를 8mm로 결정하였다. 또한, Pilot Plant Test를 실시하여 공장생산 공정의 재료분리 현상을 최소화 하고자 하였고, 현장실험을 통해 강섬유와 동일 수준의 휨인성을 발휘할 수 있는 합성섬유의 최적 혼입량과 고로슬래그 미분말의 최적 치환율을 도출하였다.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2002년도 하계학술대회 논문집 Vol.3 No.2
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• pp.549-552
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• 2002

$(SrBi_2Nb_2O_9)_{0.5}-(Bi_3TiNbO_9)_{0.5}$ ceramics were fabricated by the mixed-oxide method, and the structural and electrical properties with variation of ball-milling time were investigated. All SBN-BTN specimens showed the typical polycrystalline X-ray diffraction patterns without the presence of the second phase. The SBN-BTN specimen sintered at $1200^{\circ}C$ and ball-milled for 168h showed the average grain size of $16{\mu}m$. The dielectric constant and dielectric loss of the SBN-BTN specimen sintered at $1150^{\circ}C$ and ball-mill for 72h were 225, 0.4% at 1KHz, respectively.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1206-1211
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• 2010

Soil-cement, a hardened mixture of Portland cement, soil, and water that contain sufficient durability, has been widely utilised in Seoul urban construction sites to retain lateral earth pressures or reinforce grounds. However, little information has been reported about the strength characteristics of soil-cement constructed in Seoul urban area. In this study, we performed a number of unconfined test to the soil-cements mixed from soils sampled in 3 sites in Seoul urban area. Results indicate that unconfined strengths and optimum cement amounts of soil-cements are highly dependent on the proportion of coarse-grain particles of mixed soils. Furthermore, changes of unconfined strengths with curing time are diverse with respect to mixing conditions.