• 한국지반공학회지:지반
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• 제10권4호
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• pp.5-16
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• 1994

포항지역의 이암풍화토에 관한 공학적특성에 대하여 연구하였다. 토립자의 파쇄는 토립자의 표면적비로 나타냈다. 다짐시 함수비와 다짐에너지의 변화가 입도, CBR, 팽창성, 간극비 그리고 투수성에 미치는 영향에 대하여 연구하였으며, 그 결과는 다음과 같다. 1. 일반적으로 이암풍화토의 비중은 매우 작으며, 최적함수비는 크고 최대건조밀도는 작다. 2. CBR값은 다짐에너지의 증가에 따라 증가하나, D-2다짐(26kg.cm/cm3)이상에서는 오히려 감소하는 경향을 나타냈다. 팽창비는 다짐에너지 20.6kg.cm/cm3에서 최대가 되며 그 이상의 다짐 에너지에서는 감소하는 경향을 나타냈다. 3. 다짐에너지가 작을수록 함수비에 따른 투수성의 변화가 크다. 그리고 최소투수계수와 최적 함수비일때의 투수계수는 차이가 컸으나 다짐에너지가 증가할수록 그 차이는 거의 없었다. 4. 다짐에너지의 증가에 따른 입자의 파쇄는 간극비의 감소 그리고 표면적비의 증가와 그에 따른 투수계수의 감소가 나타났다. 특히 다짐에너지가 작을수록 표면적 비와 투수계수의 변화폭은 컸다.

• 지질공학
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• 제15권3호
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• pp.281-288
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• 2005

본 연구에서 는 복소유전율상수 반응으로부터 벤토나이트 공시체의 물성치인 체적함수비와 수분분포 특성 을 파악하기 위하여 수행되었다. 벤토나이트 재료는 현재 폐기물처분장에서 차수재료로 널리 이용되고 있다. 차수재료의 경우, 일반적으로 투수계수가 $10^{-7}\;cm/sec$ 이하로 작아야 한다. 난투수성 재료에 대해 온도구배 에 따른 수분분포 특성을 파악하기 위해 FDR-V 측정 장비를 적용해 이들을 측정하였다. 그 결과, 복소유전율상수는 체적 함수비와 온도 증가에 따라 함께 증가함을 알 수 있었다. 온도구배 에 따른 복소유전율상수 변화는 수분이동이 온도가 높은 쪽에서 낮은 쪽으로 증가함을 확인하였으며, 이는 수분분포 특성을 보여 준 것이다.

• 한국농공학회지
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• 제31권3호
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• pp.70-80
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• 1989

In this research program special triaxial compression tests and dehydration-swelling tests under the condition of freeze-thaw process were conducted to show the effects of freezethaw process on the physical properties of weathered granite soil, and their results as follows; 1.Consolidation settlement of weathered granite soil mass was increased due to freeze-thaw process, and the initial tangent coefficient of dense state was higher than that of loose state. 2.Compression behaviour of soil was increased according to the decrease of freezing temperature, and when the freezing temperature was reached under - 10$^{\circ}$C, the compression rate was not influenced by change of freezing temperature. 3.The experiments showed that the void ratio and permeability of soil were converged into their values of shrinkage limit, and the permeability was higher due to the freeze-thaw process and as the lower the freezing temperature. 4.The decrease of liquid limit was indicated as the lower the freezing temperature, and as more the freeze4haw cycles, the moisture content was shown the lower side. 5.It was shown that the shrinkage was decreased by freeze-thaw process and not influenced by way of freezing temperature, but dehydration rate was higher.

• 한국막학회:학술대회논문집
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• 한국막학회 1997년도 추계 총회 및 학술발표회
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• pp.83-84
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• 1997

1. INTRODUCTION : Polyimides containing siloxane moiety(poly(imide siloxane), or polysiloxaneimide) have been synthesized because of their some merits over polyimide itseft. Polyimides have excellent thermal and mechanical properties but their poor solubility and processibility in their fullly imidized form give disadvantages in applications. Incorporation of siloxane units make it possible to increase solubility and processibility, and also impart impact resistance, low moisture uptake, low dielectric constant, thermo-oxidative resistance, good adhesion properties to substrate and etc.. Incorporation methods of siloxane groups into the polyimide was mainly copolymerization or terpolymerization between oligomeric dimethylsiloxane and aromatic dianhydride. A few methods of introducing siloxane units in functional groups of polyimide was reported. In our laboratory poly(amideimide siloxane) and poly(imide siloxane) were prepared and the study about their thermal kinetics was performed. In separation membrane area, polysiloxaneimides was utilized in pervaporation and gas separation. Polyimides in gas separation show high selectivity and very low permeability, and introduction of siloxane segments increase permeability with low decrease in selectivity. We aimed to introduce silicone segments into poly(amic acid) state and synthesize polymer partially imidized, and also show the gas separation characteristics of the synthesized polymer.

• 대한토목학회논문집
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• 제31권1D호
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• pp.73-82
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• 2011

일반적으로 다져진 도로기초 지반재료의 장기적인 강도나 배수 거동 평가시 불포화상태를 고려하지 않고 있다. 그래서 보조기층과 노상토와 같은 도로하부 기초에서의 불포화상태와 이력현상을 고려하는 것은 현실적이다. 따라서 보다 정량적인 불포화 지반의 평가를 위하여 흡수력과 함수특성을 평가하기 위한 적절한 장비, 재료모델, 그리고 투수계수에 대한 평가가 필요하다. 본 논문에서는 이러한 거동을 알아보기 위해서는 흙-수분 관계인 재료의 함수특성곡선 측정 자료를 통하여 불포화 투수계수를 추정하고 이를 통하여 국내 대표적인 입상재료에 대한 불포화상태에서의 수분의 이동에 대한 관찰 및 분석을 수행하였다.

• Geomechanics and Engineering
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• 제8권5호
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• pp.649-661
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• 2015

This research provides insight on the laboratory investigation of the engineering properties of a lateritic soil modified with the mucilage of Opuntia ficus-indica cladodes (MOFIC), which has a history of being used as an earthen plaster. The soil is classified, according to AASHTO classification system, as A-2-6(1). The Atterberg limits, compaction, permeability, California bearing ratio (CBR) and unconfined compressive strength of the soil were determined for each of 0, 4, 8 and 12% addition of the MOFIC, by dry weight of the soil. The plasticity index, optimum moisture content, swell potential, unconfined compressive strength and permeability decreased while the soaked and unsoaked CBR increased, with increasing MOFIC contents. The engineering properties of the natural soil, which only satisfies standard requirements for use as subgrade material, became improved by the application of MOFIC such that it meets the standard requirements for use as sub-base material for road construction. The effects of MOFIC on the engineering properties of the soil resulted from bioclogging and biocementation processes. MOFIC is recommended for use as a modifier of the engineering properties of soils, especially those with similar characteristics to that of the soil used in this study, to be used as a pavement layer material. It is more economical and environment-friendly than conventional soil stabilizers or modifiers.

• 한국주조공학회지
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• 제4권1호
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• pp.5-11
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• 1984

Green compressive strength, permeability, deformation, flowability, compactability and green hardness values at room temperature are dependable on the grain distribution and grain shape. The results obtained under constant moisture (4% for sand) and bentonite (8% for sand) were as follows; 1. With decreasing grain size, surface area of sand grain was increased. 2. With decreasing grain size, coefficient of angularity was increased. 3. As surface area increased from $8926.43cm^2$ to $21211.16cm^2$ , green compressive strength was increased from $210.93\;g/cm^2$ to $449.98\;g/cm^2$, hardness was increased from 76.7 to 82.3, but permeability was decreased from $411.7\;{\frac{\;cc\;{\cdot}\;cm\;}{atm\;{\cdot}\;cm^2\;{\cdot}\;min.}}$ to $113.7\;{\frac{\;cc\;{\cdot}\;mm\;}{atm\;{\cdot}\;cm^2\;{\cdot}\;min.}}$ 4. As surface area increased from $8926.43\;cm^2$ to $21211.16\;cm^2$, flowability was decreased from 82.3% to 80.8%, deformation was decreased from $67.1\;cm\;{\times}\;10^{-3}$ to $54.6\;cm\;{\times}\;10^{-3}$, but compactability was increased from 44.8% to 54.3%. 5. Room temperature properties of molding sand were affected by variation of surface area.

• 대한인간공학회지
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• 제18권1호
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• pp.71-90
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• 1999

This study was conducted to examine the comfortability of wearing pantyhose in summer. To satisfy this purpose. 4 types of pantyhose were chosen from the market: a Mono type(M), a Wooly type(W), and two Support types(Sl, S2), were chosen. After the performances of samples were measured, these were worn by 8 healthy adult women. Under the summer field environment, psychological comfort ability was examined through the 5 steps of SD method. Physiological comfort ability was examined by measuring the body reactions(clothing pressure, skin temperature, total body weight loss, rectal temperature, pulse rates, and blood pressure), under the artificial environment($28.5{\pm}0.5^{\circ}C$, $82{\pm}3%$). The results of this examination were as follows : The order of comfortability which people felt in the field was W>M>S1>S2. The number of items which showed the highest correlation with comfort ability decreased and the correlation was lowered on the whole as time went by. There was positive high correlation between the performances of samples and comfort ability in compressibility, air permeability, water vapor permeability, while a negative high correlation in thickness, weight, compressional resiliency, strain (course) and moisture regain. The mean skin temperature was in the comfort zone, and rectal temperature, pulse rates, blood pressure were mostly in the normal range. Also it was showed that the correlation between the performance of samples and body reactions, except total body weight loss, was low.

• 웰빙융합연구
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• 제4권4호
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• pp.15-25
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• 2021

Purpose: The purpose of this study is to form a new cosmetic market through the development of a composition with high skin permeability after adding omega 3 to Aloe Vera soothing gel products. Research design, data and methodology: In this study, omega-3 fatty acids were added to cosmetic products in the form of soothing gels. By applying nanoparticle technology to rapidly increase the penetration of raw materials into the skin, characteristics related to skin moisture and regeneration were determined. Omega-3 was used as a raw cosmetic material. Then 5% and 15% nanoparticle aqueous products containing omega-3 were prepared. The developed water hydrate was subjected to skin permeability test using artificial skin. Results: 53 hours of artificial transdermal penetration of the developed composition, the ethanol-based omega-3 containing nanoparticle solubilized raw material was about three times higher penetration than the ethanol-based omega-3 containing nanoparticle solubilized raw material. Conclusions: The raw material product (SR-1901) containing 5% of omega-3 nanoparticle water hydrate has skin regeneration ability and pain reduction effect. It can be expected that the skin cosmetics market will be reorganized into a new distribution structure and opportunity through omega-3 supplemented soothing gel cosmetics with improved efficacy than existing cosmetics.

• 한국재난정보학회 논문집
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• 제16권3호
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• pp.577-585
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• 2020

연구목적: 불포화토에서 발생하는 모관흡수력의 존재는 사면의 안정성을 증가시키지만, 강우침투 로 인한 모관흡수력의 감소는 갑작스런 사면 파괴를 유발하여 큰 재난을 발생시킬 수 있다. 본 논문에서는 우리나라의 대표적인 산흙인 화강풍화토에 대하여 불포화상태에서의 공학적 특성을 분석하였다. 연구방법:화강풍화토에 대하여 입도상태가 양호한 경우와 입도상태가 불량한 경우로 나누어 불포화 상태에서 함수특성곡선, 불포화투수곡선, 모관흡수력에 대한 불포화 전단강도 관계 등으로서 실험과 분석을 수행하였다. 연구결과: 입도분포가 불량한 경우가 입도분포가 균등한 경우에 비하여 체적함수비에 대한 모관흡수력의 변화가 급격히 발생하는 것으로 분석되었다. 입도가 균등한 경우가 입도가 불량한 경우에 비하여 동일한 모관흡수력에서 투수계수가 비교적 작은 값을 나타내었다. 모관흡수력이 크게 작용할수록 전단강도가 증가하는 경항을 보였다. 결론: 우리나라의 대표적인 산흙인 화강풍화토에 대하여 입도상태가 양호한 경우와 입도상태가 불량한 경우로 나누어 불포화상태에서의 공학적 특성인 함수특성곡선, 불포화투수계수, 불포화 전단강도 등에 대하여 실험을 실시하여 각각의 상관관계를 확보하였다.