• Tunnel and Underground Space
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• v.14 no.3
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• pp.229-240
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• 2004

Coastal aquifers may serve as major sources fur freshwater. In many coastal aquifers, intrusion of seawater has become one of the major constraints imposed on groundwater utilization. The management of groundwater in coastal acquifers means making decision as to the pumping rate and the spatial distribution of wells. Several numerical techniques for flow and solute transport simulation can provide the means to achieve this goal. As a basic study to predict the intrusion of seawater in coastal phreatic aquifers, the coupled flow and solute transport analysis was conducted by use of the 3-D finite element code, SWICHA. In order to understand how the location and the shape of freshwater-seawater transition zone were affected by the boundary conditions and hydrogeologic variables, parametric study was carried out.

• Journal of the Korean Geotechnical Society
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• v.24 no.9
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• pp.5-11
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• 2008

Seepage induced earthern slope failures occurs in concert with meteorological events when large quantities of groundwater are channeled into slopes through infiltration. The presence of flowing groundwater in earthern slopes can induce ground failures that result in significant property damage and potential loss of life. Seepage induced earthen slope failures represent a serious problem in geotechnical engineering. This research applies existing fluid-solid numerical modeling capabilities to the study and prediction of seepage induced earthen slope failures. Study of the targeted application holds potential for much needed advances in geotechnical engineering analysis technology which could be used to design more effective engineering slope stabilization interventions.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2009.04a
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• pp.300-303
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• 2009

본 논문에서는 유체-구조물 상호작용(Fluid-Structure interaction;FSI)에 관한 새로운 수치적 접근 방법의 제안과 타당성 검토가 목적이다. 기존의 유체 관내 유동에서는 유체-구조물 상호작용방법을 이용하여 해석하였으나 해석과정과 수치적 효율성에 문제점이 있다. 본 논문은 다공질 매체 거동을 이용하여 관내 유체 유동해석이 제안된다. 제안된 기법은 기존의 방법이 갖는 모델링의 어려움을 개선하고, 비교적 복잡한 과정이 수행되어 많은 계산 시간이 요구되어지는 수치적 효율성이 개선되었다. 또한 다공질 매체 거동에서 중요요소인 침투성과 유체-구조물 상호작용의 중요요소인 유체와 구조물경계의 마찰사이의 관계가 도출되었다.

• Applied Chemistry for Engineering
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• v.9 no.3
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• pp.445-450
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• 1998

Interpenetrating polymer networks(IPNs) were prepared from castor oil-type polyurethanes(PUs) and epoxy resin. Two types of PU were prepared by using polypropylene ether glycol(PPG) as a chain extending agent and caster oil(CO) as a crosslinking agent. COPU/epoxy simultaneous interpenetrating polymer networks(SINs) based on CO had a better compatibility over the all composition than PPGPU/epoxy SINs based on PPG. The flexural strength of all PPGPU/epoxy SINs was decreased with decreasing entanglement of networks. COPU/epoxy SINs showed the higher fracture toughness and mechanial properties than the PPGPU/epoxy SINs. Fracture surfaces of all of the SINs showed the localized shear deformation and crack deflection rather than generation of stress whitening associated with the cavitation.

• Membrane Journal
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• v.29 no.4
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• pp.231-236
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• 2019

In this study, alginate-based hydrogel membranes composed of hydrogel beads and highly tough hydrogel matrix including moisturizing oil and natural emulsifier were prepared and their elution characteristics were evaluated. As a result, it was confirmed that the elution rate of the moisturizing oil component can be controlled within a desired range by controlling the composition of the hydrogel bead and the tough hydrogel matrix. In particular, it has been confirmed that by combining tough hydrogel having a structure of interpenetrating polymer network (IPN) and hydrogel beads, the physical stability of the membranes can be improved and the elution rate of the moisturizing oil can also be controlled more finely.

• Proceedings of the KOSOMBE Conference
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• v.1997 no.05
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• pp.7-10
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• 1997

Poly(acrylic acid) 와 poly(vinyl alcohol) 을 이용하여 온도와 pH 에 감응성을 가지는 상호침투 가교 고분자 히드로겔을 합성하고 약물의 투과도를 측정하였다. 이 히드로겔은 고분자 구조 내에 이온기를 포함하고 있으므로 팽윤 시에 외부의 pH 와 이온 세기의 영향을 크게 받았으며 이온기와 용액과의 상호작용이 증가할수록 팽윤도가 감소하였다. 히드로겔을 이용한 약물의 투과실험에서 비이온성 약물의 경우 약물 입자의 크기에 따른 분리가 가능하였으며 이온성 약물의 경우 고분자 히드로겔의 구조차 외부 pH, 약물의 구조에 따른 상호작용에 의하여 투과가 이루어짐을 알 수 있었다.

• Proceedings of the Korea Contents Association Conference
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• 2016.05a
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• pp.189-190
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• 2016

바이러스는 RNA나 DNA의 유전물질과 그것을 둘러싸고 있는 최소한의 단백질들만으로 구성되어 있기 때문에 바이러스가 증식하기 위해서는 숙주세포에 침투하여 전적으로 숙주의 복제 기구를 이용해야만 한다. 하지만 아직까지 뎅기 바이러스의 감염 및 복제 기전은 명확하게 밝혀지지 않았다. 이에 본 연구에서는 바이러스의 감염 및 복제기전에 대한 유용한 정보를 도출하기 위하여 사람 단백질과 뎅기 바이러스 단백질의 상호작용(Hu-DV PPI) 네트워크를 분석하였다. 우선 문헌조사를 통하여 실험적으로 검증된 뎅기 바이러스 단백질(9개)과 상호작용하는 사람 단백질(149개)을 추출하였으며, 이 정보를 이용하여 사람-뎅기 바이러스 단백질 상호작용 네트워크를 구축하였다. 이 네트워크를 기반으로 바이러스 감염 전/후의 네트워크 구조 및 특성을 분석하였으며, 이 정보를 바탕으로 감염경로를 탐색하였다.

• Journal of the Korean Geotechnical Society
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• v.32 no.1
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• pp.19-33
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• 2016

Stability analysis based on the limit equilibrium method combined with the result of infiltration analysis is commonly used to evaluate the effect of rainfall infiltration on the slope stability. Soil is a three-phase mixture composed of solid particle, water and air. Therefore, a fully coupled mixture theories of stress-deformation behavior and the flow of water and air should be used to accurately analyze the process of rainfall infiltration through soil slope. The purpose of this study is to study the effect of interaction of air and water flow on the mechanical stability of slope. In this study, stability analyses based on the coupled hydro-mechanical model of three-phases were conducted for slope of weathered granite soil widespread in Korea. During the process of hydro-mechanical analysis strength reduction technique was applied to evaluate the effect of rainfall infiltration on the slope stability. The results showed an increase of air pressure during infiltration because rain water continuously displaced the air in the unsaturated zone. Such water-air interaction in the pore space of soil affects the stress-deformation behavior of slope. Therefore, the results from the three-phase model showed different behavior from the solid-water model that ignores the transport effect of air in the pores.

• Spatial Information Research
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• v.12 no.3
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• pp.275-283
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• 2004

In order to effectively, and accurately assess seawater intrusion in coastal area, multidisciplinary data including geophysical, well logging, and hydrogeochemical data should be managed in systematical way. Such systematical management of data is critical key to improve the re-usability of the data as well as the accuracy of the assessment by means of providing a method of synthetic analysis. Therefore, for systematical management of multidisciplinary data in seawater intrusion problem, we have developed a database management system and 3-D visualization interface based on geographic information system in this, study. All geophysical survey, well logging, hydrochemical, as well as drilling, data are classified as attribute data using Microsoft Access, and joined with spatial information based on ArcView. The database management system and 3-D visualization interface to handle these data, also, developed using the script language of ArcView. We think the development of database and 3-D visualization system will improve the efficiency of data management, user-friendliness of data access, and accuracy of data analysis.

• Journal of Korea Water Resources Association
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• v.48 no.12
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• pp.1023-1035
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• 2015

This study applies 3-D N-S solver based on PBM (Porous Body Model), LED-WASS-3D ver 2.0 to directly analyze non-linear interaction of seawater-freshwater-coastal aquifer in order to simulate the seawater infiltration into coastal aquifer. This numerical simulation is the first trial in Korea, as well as unusual and new numerical analysis abroad. Firstly, to validate the applied numerical model, the validity and effectiveness was verified for the numerical model by comparing and considering it with the result of laboratory experiment for seawater-freshwater interface in coastal aquifer. And then it simulated the seawater infiltration into coastal aquifer considering the changed levels of seawater and groundwater in order to analyze the distribution characteristics of flow field and seawater-freshwater interface of coastal aquifer as the level difference between seawater and groundwater and rate of seawater level (${\Delta}h/h$) increased. In addition, the characteristics of seawater infiltration were analyzed from the vertical salinity in the coastal aquifer by ${\Delta}h/h$, which cannot be obtained from existing non-diffusion numerical models. Finally, it analyzed the effect of ${\Delta}h/h$ on the seawater infiltration distance in coastal aquifer, which was indexed.