• 한국지하수토양환경학회지:지하수토양환경
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• 제15권6호
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• pp.107-113
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• 2010

This paper presents the prediction of shear strength of oil contaminated clay using fall cone test used to determine the liquid limit of soil. The penetration depth of fall cone is related to water content of soil. Laboratory vane shear can also be related to water content. To explore the relative correlation between penetration depth of fall cone and laboratory vane shear, both fall cone tests and laboratory vane shear test were carried out with water contents of soil. The developed empirical relationships in this studys showed that the shear strength is reduced to 3.9% with 1% increase of oil content. And, the lesser initial water content of contaminated clay, the more shear strength of contaminated clay is affected by oil content.

• 한국세라믹학회지
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• 제22권3호
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• pp.60-66
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• 1985

The formation mechanism of unstable alkali and its existing states in the clinker were studied. The relation of unstable alkali content vs. other water-soluble components porosity and the distributionof potassium were investigated. The results are as follows :1) Two states of unstable alkali seem to exist in clinker ie compounds of $K_2O-Al_2O_3$ system and free $K_2O$ 2) The content of water-soluble $Al_2O_3$ tends to increase with increase of unstable alkali content, 3) Most of alkalies in clinker are concentrated in liquid phase at high temperature. Therefore it is possible to make various $K_2O-Al_2O_3$ system compounds according to the content of $K_2O$ in the liquid phase of clinker. In this experiment we found out a $K_2O-Al_2O_3$ compound of high $Al_2O_3$ content (34%) and high $K_2O$ content (33%) in clinker with 1.09% unstable alkali. 4) The porosity of clinker tends to increase with increase of unstable alkali content. 5) The amount of trapped alkali vapor may increase in closed pore in the clinker with high alkali and low $SO_3$ condecent. Therefore free $K_2O$ is the condensed alkali on the wall of closed pore in the clinker.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2002년도 추계학술발표회
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• pp.86-88
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• 2002

The mathematical model was proposed to simulate ozone transport and remediation in unsaturated soils contaminated with phenanthrene. Soil column experiments were also carried out to calibrate the mathematical model. The experimental results successfully matched with the modeling results in various soil conditions. The model proposed nondimensional fraction factor to reveal reactivity between phenanthrene and gas phase ozone and liquid phase ozone. From sensitivity analysis, the fraction factor and stoichiometric coefficient decreased as water content increased. Simulation results showed increased SOM content retarded the ozone transport and the phenanthrene removal due to increased ozone consumption.

• Geomechanics and Engineering
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• 제13권2호
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• pp.319-331
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• 2017

This vacuum preloading combined with polyacrylamide (PAM) flocculation was proposed to separating solid-liquid in waste slurry and to improving bearing capacity of soft soil ground. By using waste slurry taken from drilled shaft construction site in Shanghai, China, a series of settling column tests with four typical flocculants and one normal for waste slurry were carried out for comparative analysis. The optimal amounts for each flocculant were obtained from the column tests. Then, model tests on vacuum preloading with anionic polyacrylamide (APAM) flocculation and without flocculants were carried out. The out of water and the settlement of slurry surface ground were monitored during the model tests, and the changes in water content, particle-size and pore-size distributions in different positions after the model tests were measured and discussed. It is found that water content of the waste slurry without APAM flocculation changed from 204 to 195% by 24 hours standing and 15 hours vacuum preloading, while the water content of the waste slurry with APAM flocculation was declined from 163 to 96% by 24 hours standing, and was further reduced into 37% by 136 hours vacuum preloading, which shows that the combined method is feasible and effective.

• 한국식품과학회지
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• 제20권2호
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• pp.133-139
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• 1988

액체 식품의 밀도를 예측할 수 있는 모델을 온도와 그 식품의 주요성분의 조성의 함수로 발전시키기 위하여 액체식품의 주요성분을 다음과 같이 water, protein, fat, carbohydrate, fiber, ash등 6가지 성분으로 분류하였고, 다시 세분하면 16가지의 주요성분을 분리 준비하여 그중 분말로 준비된 시료는 증류수를 사용하여 3종류의 서로 다른 농도의 현탁액을 만들어서 volumetric pycnometer를 사용하여 $0^{\circ}C$에서 $100^{\circ}C$의 온도범위에서 밀도를 측정하였다. 측정된 값으로부터 주어진 온도에서 각 순수성분의 밀도를 계산하였으며 이때 순수한 성분의 밀도는 온도의 증가에 따라 1차 함수의 관계로 감소한다는 사실을 알게 되었다. 계산된 밀도값으로부터 $0^{\circ}C$에서 $100^{\circ}C$의 온도범위에서 각 순수성분의 밀도 예측 모델의 계수를 OPT subroutine을 사용하여 결정하였다. 그리하여 Table 14 혹은 Table 15에 나타난 식을 활용하여 주어진 온도와 조성에서 액체식품의 밀도를 예측할 수 있을 것으로 사료된다.

• Structural Engineering and Mechanics
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• 제84권4호
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• pp.465-477
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• 2022

The formation of biopolymer-soil matrices mainly depends on biopolymer type and concentration, soil type, pore fluid and phase transfer to influence its strengthening efficiency. In this study, the physical and mechanical properties of sodium alginate (SA) treated kaolinite are investigated through compaction test, thread rolling teat, fall cone test and unconfined compression test with considering biopolymer concentration, curing time, initial water content, mixing method. The results show that the liquid limit slightly decreases from 69.9% to 68.3% at 0.2% SA and then gradually increases to 98.3% at 5% SA. At hydrated condition, the unconfined compressive strength (UCS) of SA treated clay at 0.5%, 1%, 2% and 3% concentrations is 2.57, 4.5, 7.1 and 5.48 times of untreated clay (15.7 kPa) at the same initial water content. In addition, the optimum biopolymer concentration, curing time, mixing method and initial water content can be regarded as 2%, 28 days, room temperature water-dry mixing (RD), 50%-55% to achieve the maximum unconfined compressive strength, which corresponds to the UCS increment of 593%, compared to the maximum UCS of untreated clay (780 kPa).

• 한국지역사회생활과학회지
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• 제26권1호
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• pp.127-133
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• 2015

This study identifies the factors improving bread quality by using fermented liquid dough. Fermented liquid dough, the main part of bread dough, contains yeasts that are prepared in order to enhance the fermentation rate. This study investigates the fermentation rate after mixing dough, the pH of dough, loaf volume, water activity, hardness, and sensory properties of loaf bread samples with different amounts of fermented liquid dough. The fermentation rate was slightly higher in the bread samples, the control dough and 10% fermented liquid dough, than in samples with more than 20% dough. The pH values of dough decreased with an increase in the content of fermented liquid dough. The loaf volume of bread with 10% fermented liquid dough was the highest. The water activity of loaf bread increased with an increase in amount of fermented liquid dough. For the sensory evaluation of loaf bread, adding 10% fermented liquid dough improved the loaf volume and evenness of baking. These results suggest that 10% fermented liquid dough increased the fermentation rate and bread quality. Further research is required to enhance internal quality characteristics of loaf bread, including taste and flavor.

• Journal of the Korean Wood Science and Technology
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• 제37권1호
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• pp.1-11
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• 2009

외장용 기둥재는 년중 사용환경에서 액상수와 직접 접촉할 수가 있으나, 이에 대한 연구는 그다지 많지 않다. 목재의 섬유방향에서 결합수와 자유수 확산계수를 포함한 수분확산계수를 측정하기 위해 상온에서 흡수실험을 실시하였다. 흡수성은 느릅나무, 까치박달나무, 헴록, 가문비나무, 라디에타 소나무, 고로쇠나무 순으로 크게 나타났다. Boltzmann 변환법으로 구한 확산계수는 저함수율에서 섬유포화점 부근까지 감소하다가 최대함수율 부근에서 급격히 증가하는 경향을 나타내었다. 함수율 변화에 따른 확산계수는 $10^{-10}{\sim}10^{-7}m^2/s$ 정도의 값을 나타내었다.

• 한국수소및신에너지학회논문집
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• 제22권6호
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• pp.905-912
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• 2011

In this study, the novel concept catalytic reactor was designed for water-gas shift reaction (WGS) under high pressure. The novel concept catalytic reactor was composed of an autoclave, the catalyst, and liquid water. Cu-ZnO/$Al_2O_3$ as the low temperature shift catalyst was used for WGS reaction. WGS in the novel concept catalytic reactor was carried out at the ranges of 150~$250^{\circ}C$ and 30~50 atm. The liquid water was filled at the bottom of the autoclave catalytic reactor and the catalyst of pellet type was located at the gas-liquid water interface. It was concluded that WGS reaction occurred over the surface of catalysts partially wetted with liquid water. The conversion of CO for WGS was also controlled with changing content of Cu and ZnO used as the catalytic active components. Meanwhile, the catalyst of honey comb type coated with Cu-ZnO/$Al_2O_3$ was used in order to increase the contact area between wet-surface of catalyst and the reactants of gas phase. It was confirmed from these experiments that $H_2$/CO ratio of the simulated coal gas increased from 0.5 to 0.8 by WGS at gas-liquid water interface over the wet surface of honey comb type catalyst at $250^{\circ}C$ and 50 atm.

• 농업과학연구
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• 제7권2호
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• pp.109-118
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• 1980

Slump시험(試驗)보다는 조작(操作)이 간편(簡便)한 유통(流動) Table을 사용(使用)하여 화강암질풍화토(花崗岩質風化土)의 유동한계(流動限界)를 측정(測定)하는 방법(方法)을 시험(試驗)하여 다음과 같은 결론(結論)을 얻었다. 1) 화강암질풍화토(花崗岩質風化土)의 유동한계(流動限界)는 입도분포(粒度分布), 퐁화도(風化度) 및 유색광물함량(有色鑛物含量)에 영향(影響)되므로 유동(流動) Table에 의한 유동한계시험법(流動限界試驗法)을 제정(制定)할 때는 최대입경(最大粒徑)이 규정(規定)되어야 할 것으로 생각된다. 2) 유동(流動) Table의 낙하회수(落下回數)를 10회(回)로 하여 유동고(流動高)와 유동폭(流動幅)이 1cm일 때의 함수비(含水比)의 평균치(平均値)를 유동한계(流動限界)로 택(擇)하면 Slump시험(試驗)에서 구(求)한 유동한계(流動限界)보다 약간 작은 값으로 되며 대략(大略) 10%오차한계선내(誤差限界線內)에 속(屬)했다. 3) 유동폭(流動幅)과 함수비(含水比) 및 유동고(流動高)와 함수비(含水比)의 관계곡선(關係曲線)은 유사(類似)한 변화(變化)를 나타내고 반대수용선(半對數用線)에 도시(圖示)하면 액성한계시험(液性限界試驗)에서와 같이 직선관계(直線關係)를 나타냈다. 4) Slump시험(試驗)에 비(比)하여 조작(操作)이 간편(簡便)하고 개인적(個人的)인 오차(誤差)가 작으며 유동폭(流動福)과 유동고(流動高)를 동시측정(同時測定)하여 시험오차(試驗誤差)가 작은 것으로 공학적(工學的) 성질(性質)을 판단(判斷)하는 자료(資料)로 사용(使用)될 수 있는 것으로 생각된다.