• 대한토목학회논문집
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• 제36권4호
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• pp.627-635
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• 2016

최근 해양 및 항만지역의 매립을 통하여 주거공간, 산업단지, 농업용지 등의 부지를 확보하는 공사가 다수 진행되고 있다. 해상 매립공사에서 매립 재료의 물량산정은 공사 원가를 결정하는 중요한 요소이다. 그러나 흐름조건을 고려한 정량적 유실률 산정에 관한 국내 연구는 부족한 실정이며, 주로 현장여건하에서 매립토 재료적 특성 및 종류에 따른 경험적 방법에 의존하고 있다. 본 연구에서는 수리실험을 통하여 기존의 연구와는 달리 흐름조건과 재료의 특성을 고려하여 유실률을 평가하였다. 5가지 유입 흐름 조건과 비중이 다른 일반모래와 안트라사이트 두 가지 재료를 이용하여, 직사각형 수로($13.0m{\times}5.0m{\times}0.10m$)에 원형 호안을 설치하여 수리실험을 수행하였다. 두 가지 재료 모두 입경 Froude number가 증가함에 따라 유실률이 증가하는 경향을 보였다. 또한, 접근유속(u)이 각 재료의 한계유속($u_c$)보다 높을 때, 일반모래는 7.4%, 안트라사이트는 24.4%로 유실률이 급격히 증가하는 것으로 나타났다. 향후 보다 세밀한 유입조건에 따른 유실률을 산정한다면 보다 정밀한 유실량 산정이 가능할 것이다.

• 한국수자원학회논문집
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• 제53권10호
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• pp.889-902
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• 2020

본 연구에서는 GLDAS (Global Land Data Assimilation System)와 GLEAM (Global Land Evaporation Amsterdam Model) 증발산량의 적정성을 평가하기 위해 설마천 유역에서 관측된 에디공분산 기반의 잠열 플럭스를 검증자료로 활용하였다. 잠열 플럭스로부터 증발산량을 산정하기 위해 Koflux 프로그램으로 자료처리하였으며, 자료처리 후 발생된 빈구간을 보충(Gap-filling)하기 위해 FAO-PM (Food and Agriculture Organization-Penman Monteith), 평균 일변동(Mean Diurnal Variation, MDV), 칼만 필터(Kalman Filter)의 3가지 방법으로 대체 증발산량을 산정하였다. 본 연구에서는 3가지 방법 중 칼만 필터(Kalman Filter) 기반의 증발산량이 우수한 Bias와 RMSE를 보여 자료보충 방법으로 채택하였다. 공간증발산량은 GLDAS의 경우 Noah (version 2.1, 3시간, 공간해상도 0.25°)로 추출하였으며 GLEAM의 경우는 GLEAM(version 3.1a, 1일, 공간해상도 0.25°)를 이용하였다. GLDAS와 GLEAM의 공간증발산량을 에디공분산 기반의 증발산량으로 적정성을 평가한 결과, GLDAS의 증발산량이 에디공분산 기반과 비교적 적정한 결과를 나타내었다.

• 한국초전도ㆍ저온공학회논문지
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• 제17권1호
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• pp.21-24
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• 2015

New results of dependence of magnetic field, trapped by a stack of HTS tapes, on amount of tapes in a stack are reported. Commercial GdBCO tape 12 mm width and without Cu layer was used for the research. Tape was divided in square pieces $12{\times}12mm^2$ from which stacks were formed. Filling factor of the tape was about 1.4%. Measurements were carried out for stacks with height from 5 to 250 pieces and at wide temperature range from liquid helium to liquid nitrogen. Both FC (field cooling) and ZFC (zero field cooling) cooling methods were used in the research. These two methods show matching results with good accuracy. As a result dependences of trapped magnetic flux on amount of tapes for different temperatures were received. Research shows, that with increasing height of the stack trapped magnetic field value reach saturation at about 60 tapes in a stack for low temperatures. From 60 to 100 tapes increase of magnet flux is only 5%. Thus increase amount of tapes in a stack is not profitable. Also investigation of trapped magnet field relaxation was carried out. Relaxation speed decreases with increasing amount of elements. It means that the higher the stack is, the longer trapped flux will be held in cause of the same temperature.

• 한국작물학회지
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• 제53권4호
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• pp.434-439
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• 2008

The amount of salt to make seed sorting solution of the specific gravity of 1.13 was reconsidered and determined as 3.8 kg salt in 18 L water, which is lower amount than currently used. Five rice cultivars were examined. Percent germination and seedling emergence were not similar. Seedling emergence rate of Japonica varieties, Nampyungbyeo and Daerypbyeo-1 were 87% and 95% under specific gravity of 1.13, respectively. Seedling emergence rate of Tongil type variety, Dasanbyeo was as high as 67% in specific gravity of 1.06. Seedling emergence rate of waxy rice, Hwasunchalbyeo and Aranghangchalbyeo were examined. Seedling emergence rate was 94% in both cultivars in specific gravity of 1.04. Seedling emergence rate was same in specific gravity of 1.08 which is generally used for selecting seed currently. Early growth (plant height, leaf number, and dry weight) were not significantly different by specific gravity within species. In all cultivars except waxy rice, highest seedling emergence rate was observed in specific gravity of 1.13 which is currently used for selection and decreased as specific gravity is lowed. However, considering total amount of seeds in each group of specific gravity, amount of seed in lower specific gravity group is relatively small and total seedling emergence rate within variety dose not show big difference. However, if seeds with low speicific gravity are produced due to the bad grain filling condition and consequently total seed content of low specific gravity increases, results will be differnt. Reduction in total growth and yield could occur. It will be important to comply with the seed sorting criterion of 1.13 for Japonica, 1.06 for Tongil, and 1.04 for waxy rice variety to ensure the maximum rice growth and yield.

• 한국재료학회지
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• 제31권2호
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• pp.101-107
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• 2021

Pores produced by carbonization in bulk graphite process degrade the mechanical and electrical properties of bulk graphite. Therefore, the pores of bulk graphite must be reduced and an impregnation process needs to be performed for this reason. In this study, bulk graphite is impregnated by varying the viscosity of the impregnant. The pore volume and pore size distribution, according to the viscosity of the impregnant, are analyzed using a porosimeter. The total pore volume of bulk graphite is analyzed from the cumulative amount of mercury penetrated. The volume for a specific pore size is interpreted as the amount of mercury penetrating into that pore size. This decreases the cumulative amount of mercury penetrating into the recarbonized bulk graphite after impregnation because the viscosity of the impregnant is lower. The cumulative amount of mercury penetrating into bulk graphite before impregnation and after three times of impregnation with 5.1cP are 0.144 mL/g and 0.125 mL/gm, respectively. Therefore, it is confirmed that the impregnant filled the pores of the bulk graphite well. In this study, the impregnant with 5.1 cP, which is the lowest viscosity, shows the best effect for reducing the total pore volume. In addition, it is confirmed by Raman analysis that the impregnant is filled inside the pores. It is confirmed that phenolic resin, the impregnant, exists inside the pores through micro-Raman analysis from the inside of the pore to the outside.

• 한국환경과학회지
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• 제17권1호
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• pp.67-75
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• 2008

Adsorption process is largely influenced by pore structures of adsorbents and physical properties of adsorbates and adsorbents. The previous studies of this laboratory was focused on the role of pore structures of adsorbents. And we found some pores of adsorbates which have larger pore diameters than the diameter of adsorbate are filled with easily. In this study the effects of physical and chemical properties of adsorbates and adsorbents, such as pore size distribution, vapor pressure on adsorption were investigated more thoroughly at the concentration of adsorbate of 1000 ppm. The adsorption in the pore ranges of $2{\sim}4$ times of adsorbates's diameter could be explained by space filling concept. But there was some condensation phenomena at larger pore ranges. The errors between the adsorbed amount of non-polar adsorbates and the calculated amounts by considering factors were found to be 44.46%, positively, and -142%, negatively. When vapor pressure is considered, the errors between the adsorbed amount of non-polar adsorbates and the calculated amounts were in the range of $1.69%{\sim}32.25%$ positively, and negatively $-1.08%{\sim}-63.10%$.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.29-39
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• 2010

By understanding the construction process of sea dikes and the current state of the thickness and speed of fluid in the bottom layer protection work of final closure gaps, a construction method applicable for the blocking of bottom layer work will be selected. The three construction methods selected will be tested in site through various methods, and the reinforcement of bottom layer protection and impervious effect will be verified. The verification results are as follows: 1) The overall riprap layer were 0.5~1.0m thicker than planned so that the grouting depth and grout input amount increased 2) The applied construction methods permeability of riprap layers were improved from $\alpha{\times}10^{-2}cm/s$ before the construction to $\alpha{\times}10^{-4}cm/s$ after construction. 3) The results of core extraction in order to grossly verify the hardening time and durability allowed the identification of grout injection effect. The amount of filling of the injection was difficult to judge because the slime in many areas made the reading of borehole photography difficult.

• 지질공학
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• 제13권3호
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• pp.359-368
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• 2003

현재 건설중에 있는 부산 신항만의 매립을 위해 채석장이 가동중에 있으나, 실제 공사 중 채석된 암석이 당초 설계와는 다른 암질을 포함하고 있다. 따라서, 당초 설계와는 달리 많은 폐석이 발생되어 정상적인 공사추진에 애로사항이 있으므로, 현장조사 및 실내작업을 통하여 지정된 채석장에 대한 전체적인 암질을 구분하는 것이 본 연구의 목적이다. 이를 위해 측량, Schimidt Rock Hammer 시험, 절리간격조사를 시행하였고 실내에서 DIPS 및 Rockworks 프로그램을 이용하여 절리의 방향성 및 발파 후 암괴의 크기를 분석하였다. 그 결과 본 지역에는 절리밀도가 높아 토석 채취시 ${\Phi}100mm$ 이하의 필터사석이 많이 발생하는 것으로 분석되었다.

• 한국건축시공학회지
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• 제8권5호
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• pp.59-65
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• 2008

In the evaluation method of KS on the activity factor of fly ash, same amount of cement should be replaced with fly ash. Therefore, contradictory effects on concrete strength exist, i. e. strength decease due to low content of cement and strength increase of strength due to filling-pore-function of fly ash. European Committee for Standardization (CEN) specifies the method 1 to 4. adding fly ash without reducing the content of cement, for the evaluation method on activity factor of fly ash. This study investigates the applicability of the method 2 of CEN to mix design of concrete. The followings are derived ; There is a key ratio of f)y ash mixing which enhances the incremental ratio of mixing water to improve fluidity of mortar. The incremental ratio of mixing water is maximized about 11% ratio of fly ash mixing. Compressive strength most slightly increases at that ratio of fly ash mixing. Activity factor of fly ash increases as water-cement ratio becomes low and contents of fly ash becomes high. Moreover, quality of fly ash and condition of mix design affect the applicable amount of fly ash and available range of water-cement ratio. However, this method has some problems for practical purpose because activity factors of fly ash for some cases are over 1.0. Further research should be conducted to develop more useful method of evaluating activity factor of fly ash.

• 소성∙가공
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• 제28권4호
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• pp.212-218
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• 2019

In this study, the first drawing die for the production of coil wedge is redesigned in order to enhance properties such as dimensional accuracy, dimensional uniformity, non-magnetism, and residual stress. The equivalent strain distribution is observed to be asymmetric at certain corners of the product and un-filling of material is also observed at the same location, based on the results of FEM simulation for the current drawing process. Additionally, a relatively huge amount of deformation is concentrated on the surface of the reference product leading to an increase in magnetic component and surface residual stress. After re-designing the cross-section of the first drawing step process conformed to relatively higher amount of reduction ratio, reduction of both surface residual stress and the volume fraction of magnetic component could be achieved for the finally-drawn coil wedge product.