• Korean Journal of Food Science and Technology
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• v.20 no.4
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• pp.483-487
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• 1988

The viscosity of salt solution and Kimchi juice and salt penetration and hardness of Chinese cabbage were investigated during brining and fermentation at $4-35^{\circ}C$. The rate of salt penetration during brining increased as the temperature and salt concentration increased from 5% to 15% while the effect of temperature on the salt penetration rates(%/hr) was rather reduced as salt concentration increased. The hardness of the cabbage measured by puncture test showed a rapid initial decrease during salting and the viscosity of brine changed little. Fermentation of Kimchi resulted a little increase in viscosity of Kimchi juice while the hardness of the cabbage decreased rapidly as pH reduced to pH 4.2-4.3 and then increased a little thereafter.

• Journal of the Korean GEO-environmental Society
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• v.2 no.1
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• pp.57-65
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• 2001

In this study, the seepage behavior and the stability of the extension embankment were estimated for three cases the permeability coefficient of an extension part and the rising velocity due to the rainfall of flood period. In parallel flow condition, the unstability of the slope due to embankment erosion was examined by analyzing the variation of seepage line by the seepage modeling tests and FEM analysis, and the stability of the embankment slope accompanied by the sudden rise of the water level after the flood. The seepage behavior of extension embankment indicates that the larger permeability of the extension part the longer initial seepage distance, and the exit point from embankment slope is gradually increased, and then shows unstable seepage behavior that occurs a partial collapse as safety factor decreases with time. It is because of the increment of exit points due to variation of seepage line and rising velocities of water level. Also, the collapse aspect of embankment slope shows that the increment rising velocities of water level causes the increment collapse height and depth.

• Journal of Wetlands Research
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• v.18 no.2
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• pp.183-193
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• 2016

In this study, design and performance of infiltration trench using woodchip as media for treating stormwater from highway were examined through field monitoring. Average reduction efficiency for TSS, COD, BOD, TN, and TP was 88%, 94%, 85%, 80%, and 75% respectively, which is similar to values reported by other studies and design manuals even though direct comparison is not possible due to different monitoring and design conditions. Mean field infiltration rate estimated by measuring the change of water depth inside the observation well was about 40mm/hr, and the time taken for complete infiltration was about 0.83days, which corresponds well with design criteria recommended by MOE guidelines in Korea. In addition, according to analysis of infiltration rate and reduction efficiency, effective rainfall depth applied for determining water quality volume(WQv), 5mm was found to be properly established as design criteria. Woodchip must be considered and included as an alternative media together with crushed rock and gravel into the design guidelines because it has more advantages in terms of weight, porosity, cost, and easiness of management than other media materials.

• Proceedings of the Korean Nuclear Society Conference
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• 1998.05b
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• pp.243-249
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• 1998

상용 핵연료 피복관 재료로 사용되고 있는 Zircaloy-2와 Zircaloy-4 및 ZIRLO$^{TM}$에 대한 수소와의 반응거동 및 속도론적(kinetic) 자료를 얻기 위하여 electro-microbalance가 장착된 TGA (thermogravimetric analysis) 장치를 이용하여 30$0^{\circ}C$~50$0^{\circ}C$의 온도범위에서 1기압 수소와의 반응에 따른 무게증가를 in-situ로 측정하였다. Zircaloy와 수소와의 반응거동은 chamber내 온도상승시 생성되는 산화막에 의해 초기에는 느린 반응이 진행되는 영역이 존재하고 온도가 낮은 35$0^{\circ}C$ 이하에서는 이것이 잠복기 형태로 나타난 후 직선속도법칙(linear rate law)을 따르며 반응이 가속화되는 것으로 나타났고 40$0^{\circ}C$ 이하의 저온에서는 직선속도법칙에서 반응이 지연되는 방향으로 약간의 편차(deviation)가 관찰되었다. 그 결과 Zircaloy-2와 ZIRLO$^{TM}$가 Zircaloy-4보다 수소와의 반응속도가 빠르고 활성화에너지가 낮은 것으로 나타났으며 직선속도법칙을 근거로 하여 각각 1.1x$10^{7}$ exp(-20,800/RT)와 1.5x$10^{6}$exp(-18,000/RT) 및 6.9x$10^{7}$ exp(-23,800/RT) (mg/dm$^2$/min) 의 속도상수를 도출하였다. 또한, 열구배가 존재하지 않는 out-of-pile 조건하에서도 'sunburst' 형태의 국부적 수소침투가 발생할 수 있음이 ～l,000 ppm이상의 수소침투 시편에서 확인되었다. ～3,000ppm이상 침투하게 되면 표면에 수소화물이 농축되어 있는 hydride layer가 형성됨을 관찰하였으며 ～5,000ppm 이상의 경우에는 수소화물의 방향성이 random하였으며 특히, ZIRLO$^{TM}$ 시편의 경우에서는 원주방향으로 길게 이어진 수소화물과 기계적 성질에 치명적인 반경방향의 수소화물이 평행하게 배열된 것을 관찰하였다.

• Journal of the Korean GEO-environmental Society
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• v.21 no.12
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• pp.23-28
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• 2020

As a result of a suite of laboratory tests undertaken to suggest a rational method for the estimation of infiltration capacity, it is found that the infiltration rate tends to increase as the soil unit weight decreases while it tends to increase as the rainfall intensity increases. Comparative analyses for infiltration curves employing the reduction constant of initial infiltration capacity (α coefficient) that was suggested in this study has reasonably captured the time dependent variation of infiltration capacity. Consequently this study has presented an experimental model for the estimation of infiltration capacity to improve the Horton infiltration capacity curve that has been widely used for estimation of the infiltration capacity and amount of infiltration for its application to sandy soils.

• Journal of the Korean Society of Hazard Mitigation
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• v.4 no.1 s.12
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• pp.25-31
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• 2004

Infiltration of rainfall causes railway embankment to be unstable and may result in failure. Basic relationship between the rainfall and stability of railway embankment is defined to analyze the stability of embankment by rainfall. An experimental study for defining of infiltration rate of rainfall into slope is conducted in the lab. The results of Rainfall Infiltration show that rainfall Infiltration is not equal to infiltration as like reservoir because rate of rainfall infiltration is controlled by slope angle. Based on these results, boundary condition of rainfall is altered and various numerical analysis are performed. The variation of shear strength, the degree of saturation and pore-water pressure for railway slope during rainfall can be predicted and the safety factor of railway slope can be expressed as the function of rainfall amount, namely rainfall index. Therefore, it is judged that this rainfall index can be a good tool for the rail-transport operation control.

• Journal of the Korea institute for structural maintenance and inspection
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• v.26 no.4
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• pp.57-64
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• 2022

Chloride, which is one of the main deterioration factors in reinforced concrete structures, can degrade the performance of the structure due to chloride-induced corrosion of steel. Chloride content at steel depth or the rate of chloride penetration is necessary to determine deterioration of reinforced concrete or to calculate initiation time of steel corrosion caused by chloride attack. Chlorides in concrete are generally identified with typical two methods including chloride profiling using potentiometric titration method and discoloration method using AgNO₃ solution. The former is advantageous to estimate chloride penetration rate (diffusion coefficient in general) with measured chloride contents directly, but it is laborious. In the case of latter, while the result is obtained easily with the range of discoloration, the error may occur depending on workmanship when the depth of chloride ingress is measured. This study shows that chloride penetrated depth is evaluated with the results obtained from discoloration method through image analysis, thereby the error is minimized by workmanship. In addition, the effect of micro-crack in concrete is studied on chloride penetration. In conclusion, the depth of chloride penetration was quantified with image analysis and as it was confirmed that chlorides can rapidly penetrate through micro-cracks, caution is especially required for cracks in concrete structure.

• Tunnel and Underground Space
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• v.30 no.3
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• pp.193-213
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• 2020

A mathematical model to simulate more realistically the penetration of compacted bentonite buffer installed in the deposition hole into the discontinuity in the excavation damaged zone formed at the inner wall of the deposition hole in the geological repository for spent fuel is developed. In this model, the penetration of compacted bentonite is assumed to be the flow of Bingham fluid through the parallel planar rock fracture. The penetration of compacted bentonite is analyzed using the developed model. The results show that the maximum penetration depth of compacted bentonite into the rock fracture is proportioned to the swelling pressure of saturated compacted bentonite and the aperture of rock fracture. However, it is in inverse proportion to the yield strength of compacted bentonite. The viscosity of compacted bentonite dominates the penetration rate of compacted bentonite, but has no influence to the maximum penetration depth.

• Computational Structural Engineering
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• v.11 no.4
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• pp.147-154
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• 1998

강체 충격자가 납 표적에 33m/s ∼ 141m/s의 속도로 충돌할 때의 침투특성을 연구하기 위하여 Jognson 이론식을 이용한 이론해석과 AUTODYN 코드를 이용한 수치해석 및 실험장치를 이용한 실험측정을 실시하고 그 결과들을 비교 분석하였다. 실험장치로는 가스압력식 발사장치를 설계 제작하였으며, 실험용 충격자로는 충돌부위 형상이 반구형인 반구형 충격자와 원추형인 원추형 충격자 2종류를 사용하였다. 또한, 납재료에 대한 동적 유동응력을 얻기 위하여 홉킨스 압력봉실험을 수행하였다. 침투특성에 관한 연구결과, 이론적 해석결과는 저속 충돌범위(반구형 충격자 : 53m/s, 원추형 충격자 ; 73m/s)에서 실험결과치와 93%이상 잘 일치하였으며, 수치해석결과는 전체적인 충돌속도 범위에서 반구형 충격자인 경우 73%이상, 원추형 충격자인 경우 86%이상 일치하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.14 no.5
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• pp.1253-1263
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• 1994

The stability of the embankment is depended upon the location of seepage line. As the seepage flow occurs in the embankment, the slope of the embankment loses its stability. Of particular interest is the stability following a rapid change of embankment level. The variation of seepage line in the embankment model according to flow velocity was investigated. In addition to this non-steady state flow in embankment by a fluctuation of water level is discussed. The experimental model was construction with slopes of 1 : 2.5 and flow velocity is turned from 60 cm/sec~90 cm/sec. Analysis of the experimental results, the seepage line is influenced by flow velocity and coefficient of permeability.