• 한국해양환경ㆍ에너지학회지
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• 제8권3호
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• pp.134-139
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• 2005

본 연구에서는 조간대에서 유출된 기름의 표착 및 침투과정을 파악하고, 침투된 기름의 해수 침투차단 여부를 검토하는 것을 목적으로 하여 모의 조간대를 이용하여 연구를 수행하였다. 표착된 기름의 침투깊이는 분산유가 가장 낮았으며, 풍화유 그리고 원유의 순서로 깊어지는 경향을 나타냈다. 그리고 기름의 침투는 표착된 기름의 양에 의해 좌우되는 것을 알 수 있었으며, 유출된 기름의 침투는 첫번째 조석에서 거의 대부분 결정되며 그이후에는 거의 변화가 없었다. 침투된 기름은 토양 표층으로부터 2 cm 부분이 가장 농도가 높음을 알았다. 기름의 침투량의 증가와 더불어 해수의 침투량이 감소하였으며, 분산유보다는 원유나 풍화유가 보다 많은 양의 해수를 차단하였다. 따라서 해수의 침투량의 차단이라는 관점에서 볼 때 연안 조간대에서 표착유의 저서생물에 대한 피해는 풍화유나 원유가 분산유보다 클것으로 사료된다.

• 방사성폐기물학회지
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• 제22권2호
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• pp.185-199
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• 2024

Disposal cover as an engineered barrier of a near-surface disposal facility for low and very low-level radioactive waste is composed of a multi-layer to isolate radioactive waste from environmental influences for the long term. To acquire a realistic forecast for the post-closure period of the disposal facility, it is essential to carry out long-term experimental research in a similar condition to the actual disposal environment. Hence, a performance test facility of the disposal cover was constructed in Gyeongju low and intermediate level radioactive waste disposal center in 2022. The constructed performance test facility has differences from the material properties presented in the design. These differences are factors that affect the prevent rainfall infiltration, which is one of the important roles of the disposal cover. Therefore, in this study, a numerical simulation of rainfall infiltration into the performance test facility was performed for the designed case and the actual constructed case. To simulate the behavior of water infiltration, the FEFLOW software based on the finite element method is used. Through the analysis of numerical simulation results, it is confirmed that the hydraulic conductivity of the material constituting the multi-layer of the disposal cover greatly influences the amount of water infiltration.

• 한국지반환경공학회 논문집
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• 제5권3호
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• pp.41-50
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• 2004

침투거동에 대한 연구는 우기시 도로성토사면의 안정성 여부에 매우 중요하다. 본 연구는 도로성토사면의 몇가지 사례들에 대한 침투거동과 사면안정성의 분석을 근거로 하여 좀더 안정적인 도로성토사면의 유지 방안을 제안한 것이다. 본 연구 사례에서 선택한 도로붕괴단면은 가장 일반적인 평지부 도로성토사면의 경우와 산지부에 대한 도로성토사면인 경우이다. 본 연구의 결과를 요약하면 다음과 같다. 평지부 성토사면은 강우시 표면으로부터 침투가 시작되어 점차 성토 제체 내로 확대되었으며, 이때 도로성토사면의 침투거동은 불포화 흐름이론을 근거로 해석하였다. 특히 평지부 성토사면은 호우기간동안 사면표면에서의 강우침투로 인해 좀더 불안정하게 되었다. 산지부 성토사면의 경우 사면표면부로부터의 침투거동을 고려하여 해석하였으며, 사면표면부로부터의 강우침투로 인해 사면불안정이 증가되었음을 알 수 있었다. 산지부 성토사면의 경우 투수성이 큰 재료를 이용하여 원지반에 설치한 배수층은 도로 성토사면의 안정성 증대에 유용한 영항을 줄 것으로 판단된다.

• Geomechanics and Engineering
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• 제13권2호
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• pp.353-370
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• 2017

This paper presents a case study and numerical investigation to study the hydro-mechanical response of a shallow landslide in unsaturated slopes subjected to rainfall infiltration using a coupled model. The coupled model was interpreted in details by expressing the balance equations for soil mixture and the coupled constitutive equations. The coupled model was verified against experimental data from the shearing-infiltration triaxial tests. A real case of shallow landslide occurred on Mt. Umyeonsan, Seoul, Korea was employed to explore the influence of rainfall infiltration on the slope stability during heavy rainfall. Numerical results showed that the coupled model accurately predicted the poromechanical behavior of a rainfall-induced landslide by simultaneously linking seepage and stress-strain problems. It was also found that the coupled model properly described progress failure of a slope in a highly transient condition. Through the comparisons between the coupled and uncoupled models, the coupled model provided more realistic analysis results under rainfall. Consequently, the coupled model was found to be feasible for the stability and seepage analysis of practical engineering problems.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.1060-1067
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• 2009

Previous research on the slope failure has mainly reported that most of the slope failures occur due to surface rainfall infiltration in the rainy season. A slope of which surface is protected by shotcrete or plants, can also fail due to increase in pore water pressure from the ground water flow beneath the surface, rather than from the surface. In this study such case of slope behavior is investigated using the model test and numerical method including strength reduction method. Hydraulic boundary conditions of the slopes is considered using coupled numerical scheme. The failure mechanism of the slope is investigated and the effect of pore water pressure on slope safety is identified. Increase in pore water pressure due to lateral infiltration has significantly reduced the stability of slope.

• 한국세라믹학회지
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• 제39권7호
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• pp.693-698
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• 2002

반응소결 탄화규소의 잔류 실리콘 양을 최소화하기 위해 3성분계 탄화규소 분말을 혼합하여 최밀 충전 반음소결 탄화규소를 제조하였다. 기지상의 충전밀도 증가로 인해 반응소결 중 실리콘의 불완전 침윤이 발생하였으며, 이로 인한 잔류 기공은 조대 탄화규소 입자의 표면을 따라 존재함을 확인하였다. 불완전 침윤은 승온 중 분해되지 않고 남은 산화물이 실리콘의 용융 온도 이상에서 분해되어 생긴 고립기공에 의한 것으로 확인되었다. 기지상의 표면에 존재하리라 여겨지는 산화물을 제거하기 위해 침윤전 열처리 및 부식처리를 통해 완전침윤을 달성하였다.

• 한국세라믹학회지
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• 제35권7호
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• pp.685-690
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• 1998

Al2O3에 대한 용융 Al의 자발적 침윤 기구를 밝히기 위하여 순수한 Al 및 Al-(Si)-Mg 합금의 Al2O3에 대한 wet-ting angle과 침윤 특성을 진공, 아르곤, 그리고 질소분위기에서 관찰하였다. Al2O3에 대한 용융 Al 및 Al 합금의 wetting은 진공 분위기에서만 이루어졌으나, Al2O3에 대한 용융 Al 합금의 자발적 침윤은 질소 분위기하 Al 합금에 합금 원소로써 Mg가 함유되었을 때에 일어났다. Al2O3에 대한 용융 Al 및 Al 합금의 wettability와 자발적 침윤 특성의 차이는 Al2O3 표면에 형성되는 Mg-N화합물에 직접적인 영향을 받는 것으로 나타났다. Al2O3 입자 표면에 얇게 형성되는 Mg와 질소의 화합물 즉, Mg3N2가 Al2O3에 대한 용윤 Al 합금의 wettability를 향상시켜 $700^{\circ}C$의 온도에서도 Al 합금의 자발적 침윤이 가능하여 Al/Al2O3 복합재료를 무가압 상태에서 제조할 수 있었다.

• Korea-Australia Rheology Journal
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• 제21권1호
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• pp.71-79
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• 2009

The incomplete saturation and the void formation during the resin infiltration into fibrous porous media in the resin transfer molding process cause failure in the final product during its service. In order to better understand flow behavior during the filling process, a finite-element scheme for transient flow simulation across the micro-structured fibrous media is developed in the present work. A volume-of- fluid (VOF) method has been incorporated in the Eulerian frame to capture the evolution of flow front and the vertical periodic boundary condition has been combined to avoid unwanted wall effect. In the microscale simulation, we investigated the transient filling process in various fiber structures and discussed the mechanism leading to the flow fingering in the case of random fiber distribution. Effects of the filling pressure, the shear-thinning behavior of fluid and the volume fraction on the flow front have been investigated for both intra-tow and the inter-tow flows in dual-scale fiber tow models.

• 한국세라믹학회지
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• 제42권8호
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• pp.588-592
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• 2005

The effect of SiC additive on the densification behavior and microstructural change of $TiB_2$ ceramics was investigated. The infiltration and direct mixing with polycarbosilane (PCS), which was converted to SiC by pyrolysis during sintering, were used for the addition of SiC. The addition of Fe enhanced the densification of $TiB_2$, but which resulted in exaggerated grain growth. However, the addition of PCS enhanced the densification and suppressed the exaggerated grain growth of $TiB_2$. Moreover, the addition of PCS using direct mixing was more effective for suppress of grain growth as compare to the addition of PCS using infiltration.

• Nuclear Engineering and Technology
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• 제33권1호
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• pp.62-72
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• 2001

The one-dimensional finite element program was developed to analyze the coupled behavior of heat, moisture, and air transfer in unsaturated porous media. By using this program, the simulation results were compared with those from the laboratory infiltration tests under isothermal condition and temperature gradient condition, respectively. The discrepancy of water uptake was found in the upper region of a bentonite sample under isothermal condition between numerical simulation and laboratory experiment. This indicated that air pressure was built up in the bentonite sample which could retard the infiltration velocity of liquid. In order to consider the swelling phenomena of compacted bentonite which cause the discrepancy of the distribution of water content and temperature, swelling and shrinkage factors were incorporated into the finite element formulation. It was found that these factors could be effective to represent the moisture diffusivity and unsaturated hydraulic conductivity due to volume change of bentonite sample.