• 한국표면공학회지
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• 제37권6호
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• pp.326-334
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• 2004

Deposit charateristics of Electroless nickel(EN) were investigated with various complexing agents. As expected, the deposition rate of nickel is increased with pH and that of Phosphorous is decreased with pH. The result of SEM investigation shows that the rough surface crystallization is appeared with pH. It is show that the surface resistance of EN deposit is decreased with pH at 85$^{\circ}C$.

• 한국표면공학회지
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• 제37권6호
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• pp.335-343
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• 2004

Bath stabilizers in the electroless nickel(EN) plating solution are known to prevent sudden bath decomposition and extend its lifetime. Further, every stabilizer has a different role and function in EN solution and it influences the surface structure. In this study, the effects of various stabilizers on the deposition rate, surface morphology, deposition content of phosphor and hardness were investigated.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1993년도 하계학술대회 논문집 B
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• pp.1277-1279
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• 1993

As a highly information-oriented society developes, various kinds of amorphous semiconductor devices, such as solar cells, electrographic printers, image sensors, and flat-panel televisions, have been developed as man/machine interfaces. This paper proposed the laser CVD techniques to deposit hydrogenated amorphous silicon thin film on glass or dielectric substrate at low temperatures. Varying the deposition conditions, we examined optical and electrical charateristics of a-Si:H film deposited by Laser CVD.

• 자원환경지질
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• 제28권6호
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• pp.599-612
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• 1995

Some REE ore deposits are located in the middle part the of Korean peninsula. Geotectonically, the REE ore deposits situated on the Kyemyeongsan Formation of northern margin of the Okcheon geosynclinal belt and in the transitional zone between Kyeonggi massif and the Okcheon belt, with a deep-seated fracture separating the two tectonic units. The Kyemyeongsan Formation are different in lithology and metamorphic grade from the Gyeonggi massif and the Okcheon super group. The sequence of Kyemyeongsan Formation is dominantly composed of acidic metavolcanic and volcaniclastic rocks associated with alkaline igneous rocks which are related to volcano-plutonism. The REE ore deposits contain mainly Ce-La, Ta-Nb, Y, Y-Nd and Nd-Th group minerals. More than 15 RE and REE minerals have been found in the deposits, such as allanite, fergusonite, thorite bestnaesite, euxenite, polyclase, monazite, columbite, (Nb)-rutile, okanoganite, sphene, zircon, illmenite and some other unknown minerals. According to the characteristics of the mineral association, the REE ore deposits may be divided into 4 ore types; Zircon-REE, allanite-REE, feldspar-REE and fluorite-REE type. The Sm-Nd isochron age of the REE ore is 330 Ma, and the Sm-Nd model age is 1.11 Ga with ${\varepsilon}_{Nd(t)}$ being - 2.9. This data suggest that the REE ore deposit was formed in the early Carboniferous, and the ore-forming material came from the mantle. The REE ores show distinct light REE enrichment with strong negative Eu anomaly. The REE patterns of schistose rocks from Kyemyeongsan Formation are similar to felsic volcanics from rifts or back arc basins in or near continental crust. The genesis of the REE ore deposit is quite complicated. Different geologic processes are displayed in the studied area; sedimentation, volcanic activity, metamorphism and hydrothermal replacement. Alkali granite has suffered extensive post-magmatic metasomatism of a high temperature to produce alkali metasomatites. Geochemical charateristics show that metasomatism of alkaline fluid was probably the dominant ore-forming process in Chungju district.

• 한국지반공학회논문집
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• 제19권6호
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• pp.169-179
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• 2003

연약지반에 축조되는 구조물 설계에 매우 중요한 지반 특성치인 점토지반의 비배수 전단강도를 깊이에 따라 연속적으로 측정할 수 있는 현장 원위치 시험법으로서 피에조 콘의 활용도가 점점 높아지고 있다. 피에조 콘 시험으로 추정되는 비배수 강도의 신뢰성은 이에 적용되는 콘 계수 값의 신뢰성에 크게 의존한다. 콘 계수에 대한 여러 연구자들의 제안이 우리의 실정에 맞는지 검증하고 점토지반의 특성에 따른 콘 계수 값의 변화 특성을 파악하여 콘 계수 선정에 대한 합리적인 기준을 마련하는 것이 이 연구의 목적이다. 이 연구는 경남 양산물금 지역의 해성점토층을 대상으로 피에조 콘 시험과 비교란 시료에 대한 실내 전단강도시험(일축압축시험, 비압밀 비배수 삼축압축시험)과 압밀시험을 실시하였다. 시험 결과를 이용하여 콘 계수와 점토의 여러 역학적 특성치(비배수 전단강도, 선행압밀압력, 소성지수, 간극수압비, 강성지수, 마찰비)의 관계를 고찰하여 콘 계수 값의 합리적 선정을 위한 기준을 마련하고자 하였다. 연구 결과로부터 얻은 결론으로서는, 상관관계가 비교적 높은 특성치의 짝은 비배수 전단강도와 콘 계수$(N_{kt}, N_{ke}, N_{\Delta u})$, 선행압밀압력과 $(N_{kt}, N_{ke})$, 간극수압비(B$_{q}$ )와 $(N_{ke}, N_{\Delta u})$이었고 선행압밀압력과 $(N_{\Delta u}), B_q와 (N_{kt})$는 상관 관계가 나타나지 않았으며, 소성지수, 강성지수, 그리고 마찰비도 콘 계수와 상관 관계가 없는 것으로 나타났다. 또한, 비압밀 비배수(UU) 삼축압축시험으로 구한 점토의 비배수 전단강도를 기준으로 할 때, 여러 제안자들이 제안한 피에조 콘 시험결과를 이용한 비배수 전단강도 추정에서 $(N_{\Delta u})$가 다른 두개의 콘 계수보다 선행압밀압력의 크기에 상관없이 변화폭, 표준편차 및 분산도가 모두 작아서 신뢰성이 가장 높게 나타났다.

• 한국균학회지
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• 제26권2호통권85호
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• pp.182-186
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• 1998

한국산 새로운 왕송이 버섯의 형태적 특정 및 서식지의 토성과 환경조건을 조사한 결과는 다음과 같다. 왕송이버섯의 자실체 형태적 특징은 갓과 대가대형으로 갓의 폭은 $5.5{\sim}28.0\;cm$, 두께는 $1.5{\sim}3.7\;cm$, 색택은 연노랑색 또는 베이지색 또는 아이보리색을 띄며, 주름살의 폭은 $18{\sim}20\;mm$, 대의 길이는 $9.0{\sim}35.7\;cm$, 직경은 $1.0{\sim}3.0\;cm$로 굵다. 포자의 색은 흰색이며 크기는$3.5{\sim}4.8{\times}5.7{\sim}7.4\;{\mu}m$이고 타원형이다. 담자기의 크기는 $6.1{\sim}7.0{\times}32.2{\sim}39.2\;{\mu}m$, 주름살말단세포는 $3.5{\sim}4.4{\times}30.5{\sim}33.1\;{\mu}m$, 갓표피상층세포는 $3.3{\sim}4.4{\times}33.0{\sim}55.0\;{\mu}m$로 폭이 넓고 클램프가 있으며, 대표피상층세포는 $2.2{\sim}3.3{\times}88.0{\sim}93.1\;{\mu}m$ 이다. 이 버섯의 서식지 토성은 미사질 양토이며 서식지 토양이 일반토양에 비해 유기물 함량과 유효인산 함량이 높았다. 버섯발생시 실내온도는 $25{\sim}27^{\circ}C$, 습도는 $80{\sim}83%$, 광도는 328 Lux이었다.

• 한국농공학회지
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• 제25권4호
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• pp.50-60
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• 1983

305 samples of alluvial deposit in inland and harbour districts were selected and consolidation charateristics of the alluvium were put in order statiscally. The correlations between them were as follows. 1. The relationships between LL(liguid limit) and Cc (compression index) were explained as Cc=0. 03(LL-21. 7) in case of inland district soil and as Cc=0. 019(LL-19) in case of harbour district soil. As compared with formular proposed by Skernpton, the gradient of this linear line was slight steep. 2. The relationships between PI(plastic index) and Cc were explained as Cc=0. 063 PI-0. 52 in case of inland district soil and Cc=0. 043 PI-0. 31 in case of harbour district soil. 3. As void ratio and natural moisture content were increased, Cc was increased, and as wet density was increased, Cc was decreased with a gentle curve. 4. As LL and P1 increased, mv(coefficient of volume compressibility) was increased but if LL and P1 was increased beyond a certain extend, mv has a tendency of constant value, that is, mv show a tendency to take constant value in the very soft clay. and mv in P=2. 5kg/cm$^2$ was about l${\times}$ l0-$^1$cm$^2$/kg in case of land district soil and 6x 10-$^1$crn$^2$/kg in case of harbour district soil lower than that in P=0. 25kg/crn2. 5. Cv(coefficient of consolidation) was a tendency to decrease with a gentle curve as LL was increased, and Cv in P=0. 25kg/crn2 was about 3x l0-$^1$crn$^2$/min larger than that in P=2. 5kg/crn$^2$. 6. Relationships between Py(pre-consolidation pressure) which is included over consolidation soil and ∑r1h(effective over-burden pressure) were explained as Py=l. 12 ∑r'h in case of land district soil and as Py=l. l5∑r'h in case of harbour district soil. 7. Some of the properties show good correlations between them, practical and effective applications of these correlations are expected in the planning and excution of soil investigation and also in the evaluation of the results.