• Journal of Korean Society of Environmental Engineers
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• v.36 no.2
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• pp.109-112
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• 2014

A porous ceramic which has fine porosity and small specific gravity is made with Cenosphere and Ball Clay under condition of $1,250^{\circ}C$ in calcination temperature and 30 minutes of calcination time. The average size of porous ceramic was about $2.5{\times}10^{-5}$ m and pores are well developed. The void-fraction of porous ceramic was 67.1% under the input of Cenosphere and Ball clay with the weight ratio of 100 to 5. However, as weight ratio of Ball Clay increased to 20, 40, 100, the void fraction decreased to 58.4, 56.7, 47% respectively. When the weight ratio of Cenosphere and Ball Clay was 100 to 100, the apparent density of porous ceramic was $1.04g/cm^3$. which is twice the density when the weight ratio of Ball Clay was 5. On the other hand, absorption rate decreased by at least 100%. In condition of weight ratio of Cenosphere and Ball Clay was 100 to 100, compressive strength of porous ceramic was 30 (MPa), improve by about 76% or more when the weight ratio of Ball Clay was 5.

• 전기의세계
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• v.42 no.12
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• pp.24-33
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• 1993

1. LSHM은 제어성, 효율, 힘/중량면에서 매우 우수하고, LIM은 제어성과 신뢰성면, LSHM에 비하여 기술의 단순성에 의한 가공비와 유지보수비가 저렴한 측면에서 유리하다. 2. 효율면에서는 LHSM이 LIM이 보다 유리하지만 리니어모우터의 재작비와 특랙의 제작면에서는 LSRM이 유리하고, 리니어모우터의 자체중량이나, 트랙의 필요한 철의 중량면에서는 LIM이 유리하다. 3. LIM에비해 LSHM이 추진/부상이 동시에 발생할 수 있도록 수직력이 크게 발생하며, 효율과 역율이 매우좋다. 4. 가장 선두로 개발하고 있는 독일과 일본의 기술개발 연혁을 검토해 보면 공통점은 초기에는 유도형 LIM으로 시작하였다가 나중에는 동기형인 LIM으로 추진시스템으로 전환하였다.

• International Journal of Highway Engineering
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• v.8 no.2 s.28
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• pp.87-93
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• 2006

To evaluate the deformational characteristics of subgrade soils, four subgrade samples in Korea were tested using the RC and TS tests with various dry unit weight and water content. Both the maximum modulus and normalized modulus reduction curves of subgrade soils were affected by the dry unit weight. The normalized modulus was decreased about 20% with increasing of relative compaction of 5%. It was founded that the variations of modulus of subgrade soils in Korea were over 40% with water content variation of $\pm$2%, and those effects can be estimated by exponential model. However, the normalized modulus reduction curves were almost identical and independent of water content. It was also founded that confining pressure, loading frequency, dry unit weight, and water content have an affect on modulus of subgrade soils independently. Therefore, it can be considered that those effects are independent variables.

• Journal of the Korean GEO-environmental Society
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• v.12 no.3
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• pp.63-67
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• 2011

Recently, the application of unsaturated-soil theory is concerned in practice. Most characteristics of unsaturated-soil is the relationship between volumetric water contents and matric suction. Usually the volume water contents is estimated by the relationship between gravity water contents and volume water contents because of the difficulty of measurement of volumetric water contents. In this case, the water exists in only void of soil, and the relationship between gravity water contents and volume water contents is calculated by only water in void, but in fact, the water exists in the particle of the soil. So the real volume water contents is different with calculated volume water contents derived by the relationship containing only void water. The object of this research is to revise the relationship between volume water contents and gravity water contents by using the absorptivity tests of the soil particle.

• Journal of the Korean Recycled Construction Resources Institute
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• v.5 no.4
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• pp.366-374
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• 2017

This study investigates enzyme stabilization in clay-rock bricks through mechanical tests and image processing. Appropriate soil mixtures were designed using clay/crushed rock with ratios of 70/30, 60/40, 50/50, 40/60, and 30/70 by weight to verify the strength of the enzyme brick and soil compaction. The maximum compressive and flexural strengths in the 60/40 ratio mixture were found to be 5MPa and 1.25MPa, respectively; however, the maximum dry unit weight of $2.073g/cm^3$ was found in the 50/50 clay/gravel ratio mixture. Generally, the strength of the enzyme brick was improved by 27%. The paper concludes that in order to achieve optimal strength, soils should be mixed with the 60/40 clay/gravel ratio, which provides an adequate strength, while 50/50 ratio should be used for achieving more compaction. The SEM-EDX observation and Matlab image processing verified how the bond structure appeared after enzyme stabilization. It was found that enzymes created bond with the clay soil and the crushed rock for rendering strength and stability.

• Journal of the Society of Naval Architects of Korea
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• v.33 no.4
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• pp.162-174
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• 1996

Longline type aquaculture facilities in the open sea are based on the cable-buoy-weight mooring system. For their optimal design it is necessary to estimate tensions along the mooring lines including the attachment points of buoys and weights. However, the dynamic analysis is very complicated due to the nonlinear behaviors of the mooring lines and the effects of wave and current. In this paper, parametric studies for various buoy-weight cases are shown. Finite difference scheme is employed in obtaining eigenfrequencies in the frequency domain. Nonlinear hydrodynamic drag forces are equivalently linearized.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.34 no.2
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• pp.529-536
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• 2014

Physical characteristics of cement-admixed clay such as water content, specific gravity, unit weight and void ratio are main factors for strength, compressibility and prediction of consolidation behavior. In the past, the physical characteristics of admixed soils could be understanded through complex laboratory tests and field survey after construction. In this study, the tests were performed with conditions such as clay water contents 0%-170%, cement contents 5%-25% and curing period 3-90days after that analyzed for changes which are water content, specific gravity unit weight and void ratio of admixed soils. A prediction of properties through mechanical relationships with clay in situ water content, cement content and curing period could be proposed using the test results. The prediction equation of void ratio of admixed soils was derived using void ratio equation in geotechnical engineering and compared with test results of bangkok clay and then this study could be verified.

• The Korean Journal of Zoology
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• v.6 no.2
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• pp.1-5
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• 1963

SM계인 마우스 ♂♀를 정상군과 4개의 실험군, 즉 온열적 (33 $^{\circ}C$-60분, 매일 각각 폭로) 및 한냉적인 (5$^{\circ}C$-60분과 $0^{\circ}C$-60분, 매일 각각 폭로) 군으로 나누어 최소한 22일간 순화시킨 후 여지 전기영동에 의해서 Albumin /blobulin 비와 단백질 분할을 측정하고 또한 혈청전단백질량, 혈색소량, Hematocrit 비, 적혈구 포약성 및 간장 신장기관중량을 측정하였다. A/G 비와 전단백질양은 온열적 증가와 한랭적 증가의 각군이 정상군보다 유의하게 현저히 낮은 치를 나타내고 있다. 간장중량, 혈색소량 및 Hematocrit 비는 정상군보다 온열적 한랭적 조건하에서 낮은 치를 또한 나타내고 있다. 그러나 신장중량은 현저하게 증가된 치를 나타내고 있다. 온열적 한냉적 조건군의 간장에서의 조직학적 소견은 현저한 변화는 없고 다만 혈관적 변화만 나타내고 적혈구의 포약성은 거의 변화가 없다. 이와 같은 결과로 미루어 보다 온열적 한랭적의 효과로 인해서 주로 간장기능 즉 단백질대사에 이상을 초래하는 것으로 생각된다.

• Korean Journal of Poultry Science
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• v.10 no.2
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• pp.123-128
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• 1983

Fifty of one day-old chicks of silky fowl were hatched at Dept. of Animal Science, Gyeongsang National University and fifty of one day-old chicks of quails were hatched at Gim Hae, Gyung Nam. This experiment was investigated at 24 hours after incubation. Twee items investigated in this experiment were the live weights, the weights of head, eye-ball, brain, heart, liver, lung, kidney, stomach, small intestine, large intestine, and yolk sac. The results obtained are summarized as follows; 1, Average weights of body, head, eye-ball brain, heart, liver, lung, kidney, stomach, small intestine, large intesine and yolk sac of the quail chicks and standard errors were 6.54${\pm}$0.02g, 1.38${\pm}$0.l3g, 0.29${\pm}$0.004g, 0.24${\pm}$0.006g, 0.08${\pm}$0.002g, 0.21${\pm}$0.005g, 0.06${\pm}$0.002g, 0.05${\pm}$0. 002g, 0.46${\pm}$0.010g, 0.24${\pm}$0.008g, 0.10${\pm}$0.004g, and 0.28${\pm}$0.0l6g, respectively. 2. Average weights of body, head, eye-ball, brain, heart, liver, lung, kidney, stomach, small intestine, large intestine, and yolk sac of the silky fowl chicks and standard errors were 26.60${\pm}$0.491g, 4.28${\pm}$0.071g, 0.64${\pm}$0.039g, 0.55${\pm}$0.025g, 0.21${\pm}$0.0l2g, 0.77${\pm}$0.030g, 0.13${\pm}$0.006g, 0.08${\pm}$0.006g, 1,53${\pm}$0.076g 0.73${\pm}$0.036g, 0.42${\pm}$0.031g, and 2.65${\pm}$0.297g, respectively. 3. The relative ratios of the organ weight versus body weight in guails were compared with those of the commercial chicks (Hibro, Hubbard, and Hisex) and silky fowls. It was noted that the relative weights of the brain and eye ball with respect to body weight were larger in case of quails (Table 3). The weights of heart, liver, lung, kidney, stomach and small intestine in silky fowl were smaller than those of commercial chicks and quail chicks. Other items were similar in weight to commercial chicks ana quail chicks.

• The Korean Journal of Rheology
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• v.3 no.1
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• pp.38-46
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• 1991

저분자량(분자량: 1.04$\times$104 g/mole)과 고분자량(3.84$\times$106) 폴리스타이렌 브렌드를 제조하고 무접촉 무마찰을 이용한 비틀림 크립장치를 사용하여 점도, 크립 캄플라이언스들 을 측정하고 또 지연 스펙트라도 계산해 내었다. 고분자량의 농도는 0, 2, 10, 20, 50, 70, 100 중량 퍼센트였다. 점도는 블렌드의 중량평균 분자량이 임계분자량이상이면 중량평균의 3.5승에 비례했다. 중량평균 분자량>임계분자량 인블렌드의 경우 정상상태 회복 캄플라이언 스는 중량평균의 3.5승에 비례했다. 중량평균 분자량>임계분자량 인 블렌드의 경우 정상상 태 회복 캄플라이언스는 중량평균의 -2.3승에 비례했다. 지연스펙트라를 검토한 결과 폴리 스타이렌의 임계분자량은 38000 g/mole 쯤으로 추정되었다.