• 콘크리트학회지
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• 제8권6호
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• pp.163-172
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• 1996

최근 많은 양의 폐타이어가 발생됨에 따라 사회적 문제로 대두되고 있는 실정이며, 이에 대한 재활용은 각 분야에서 활발하게 연구되고 있다. 건설 분야에서는 폐타이어를 냉각 분쇄하여 만든 분말을 시멘트 콘크리트에 혼입하여 사용하는 연구가 많이 수행되고 있다. 시멘트 콘크리트에 폐타이어 분말을 혼입하여 사용할 때는 폐타이어 분말과 시멘트경화체 사이에서 접착성의 문제로 기초적 성질이 저감된다. 본 연구에서는 시멘트 모르터 내부에서 폐타이어 분말의 접착력을 증진시키기 위하여 시멘트 혼화용 폴리머 중의 하나인 스티렌 부타디엔 고무(SBR)라텍스를 사용하여 기초적 성질을 개선하고자 하였다. 실험결과 SBR 코팅 폐타이어 분말을 혼입한 시멘트 모르터는 코팅하지 않은 폐타이어 분말을 사용한 경우보다 기초적 성질이 개선되는 것으로 나타났으며, 또한 폴리머 시멘트비 10%를 사용한 SBR 라텍스 혼입 폴리머 시멘트 모르터의 경우에도 기초적 성질이 개선되었다.

• 폴리머
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• 제28권5호
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• pp.374-381
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• 2004

제올라이트 분말을 첨가한 저밀도 폴리에틸렌 (LDPE) 복합 필름의 $CO_2,\;O_2,\;N_2$에 대한 기체 투과성을 조사하였다. 제올라이트 첨가 필름은 금속 양이온 혹은 계면 활성제로 표면 개질한 제올라이트 분말을 $20 wt\%$ 함유하는 LDPE 마스터배치를 제조한 후 이를 LDPE 수지와 용융혼합하여 중공필름 성형법으로 제조하였다. 최종적으로 제올라이트 분말이 0, 3, 5, 10 wt$\%$ 함유된 복합 필름을 얻었으며 이를 기체 투과도 측정에 사용하였다. 필름의 기체 투과성은 부피측정법에 기초한 기체 투과도 측정장치를 제작하여 분석하였다. 모든 경우에 있어 제올라이트 함량이 증가함에 따라 기체 투과도는 감소한 후 점차 증가하는 경향을 보여주었다. 계면 활성제로 표면 개질한 제올라이트 입자는 매트릭스 수지와의 계면 접착력을 향상시켰지만 표면 개질 이온의 종류에 따른 필름의 기체 투과 특성에는 뚜렷한 차이가 나타나지 않았다. 제올라이트 첨가 필름의 경우 각 기체의 투과도에 대한 온도 의존성의 차이는 순수 LDPE 필름에 비해 다소 작게 나타났다.

• 한국농공학회논문집
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• 제51권5호
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• pp.51-58
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• 2009

The total recovery ratio test on undisturbed clay soil sampling in the field and the finite element method analysis on modified static state of penetration process were conducted for the purpose of deciding the most important factor among the shape factors of thin wall tube. The adhesion between tube wall and soil did not decrease although internal clearance ratio of tube increased within the little change of tube area ratio. The most part of disturbance occurred in the tip of sampling tube during the penetration. The longitudinal displacement was larger than the lateral displacement because soil was confined laterally after being entered into tube, and also the longitudinal displacement was larger in the upper part of the sample tube than in the lower part.

• 한국생물공학회:학술대회논문집
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• 한국생물공학회 2003년도 생물공학의 동향(XII)
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• pp.635-638
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• 2003

For the acute assessment on biological toxicity of wastewater, surface plasmon resonance(SPR) based cell viability detection was performed using gold surface-confined cell as a result of adhesion-modifying chemicals. Escherichia coli O157:H7 (E. coli O157:H7) was investigated after exposure to EDTA. Cells were immobilized on gold coated slide glass for SPR analysis by the method of cross-linking carboxyl group on the bacterial surface with amine group of poly-L-lysine that had been coupled to the gold surface modified by a self-assembled monolayer of 11-mercaptounde canoic acid (11-(MUA)). Reflective intensity of each flow step was changed with respect to confect of ethylenediaminetetraacetic acid (EDTA) disodium salt and phosphate-buffered saline (PBS) solution. The proposed detection technique can be used for biological toxicity test.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.164-167
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• 2004

The purpose of this study is to investigate the properties of composite systems using polymer cement and epoxy resins for waterproofing and anti-corrosion to concrete structures such as water supply facilities and sewage-works. In this study these engineering properties of composite systems using polymer-modified mortar and epoxy resins were examined and could be confirmed to satisfy the guidelines of KS. Especially, it was turn out that the adhesion properties was excellent and high crack-resistance up to 1.49mm will be perform.

• Geomechanics and Engineering
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• 제20권4호
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• pp.299-312
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• 2020

The aim of this paper was to investigating the effects of soil relative density, construction materials roughness, oil type (gasoil, crude oil, and used motor oil), and oil content on the internal and interface shear behavior of sand with different construction materials by means of a modified large direct shear test apparatus. Tests conducted on the soil-soil (S-S), soil-rough concrete (S-RC), soil-smooth concrete (S-SC), and soil-steel (S-ST) interfaces and results showed that the shear strength of S-S interface is always higher than the soil-material interfaces. Internal and interface friction angles of sand beds increased by increase in relative density and decreased by increasing oil content. The oil properties (especially viscosity) played a major role in interface friction behavior. Despite the friction angles of contaminated sands with viscous fluids drastically decreased, it compensated by the apparent cohesion and adhesion developed between the soil grains and construction materials.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2001년도 하계학술대회 논문집
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• pp.78-83
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• 2001

In this work, the surface of inorganic fillers were modified with some functional groups such as stearic acid, aliphatic long chain, vinylsilane and aminosilane to control the interaction between inorganic fillers and polymer matrix. Ethylene-vinyl acetate copolymers (EVA) with various amount of vinyl-acetate content and copolyether-ester elastomer were used as polymer matrix. The addition of inorganic fillers increases flame retardancy, but results in steep drop of electrical and mechanical properties, which may be caused by the defect in the interface between organic/inorganic hybrid composites. The hybrid composites are found to show better mechanical properties and higher volume resistivities as inorganic fillers are well dispersed and have good adhesion with polymer matrix. Also, the most effective type of functional group coated on fillers depends on the chemical structure of polymer.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2004년도 춘계학술대회 논문집
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• pp.967-973
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• 2004

Rock socketed drilled shafts transfer significant portion of structural loads at the socketed part. Therefore, a proper design of side and base resistances of a shaft at the socket is a major concern for the geotechnical engineers. In this study, we modified the Hoek-Brown criterion to estimate side resistance of rock socketed drilled shafts. Earlier method to compute side resistance of a shaft is linear or power functions of intact rock masses. However, side resistance is mobilized like shearing which influenced by the mechanical properties of concrete and rock masses, adhesion of rock/concrete interface, roughness of rock socket. Therefore, a single coefficient or power of uniaxial compressive strength of intact rock cannot provide accurate values of side resistance in a wide range of the uniaxial compressive strength. A new approach proposed in this study can consider in situ rock mass condition (frequency or discontinuities, weathering condition), and rock types thus, it has a wider applicability than the earlier models.

• 한국고분자학회:학술대회논문집
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• 한국고분자학회 2006년도 IUPAC International Symposium on Advanced Polymers for Emerging Technologies
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• pp.315-315
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• 2006

A variable surface coating with the potential to fulfill the requirements of industry will be presented. Via controlled radical polymerization methods from a functionalized Polymethylsilsesquioxane delivers an inorganic-organic block copolymer, which can be easily modified and tuned for different applications. Spin coated or dip coated on various substrates show promising results. By using different block copolymers the contact angle on a silicon wafer can be varied in a range of $90^{\circ}\;up\;to\;145^{\circ}$ After curing and complete condensation a perfect adhesion on glasses, plastics and metals is achieved.

• 한국정보디스플레이학회:학술대회논문집
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• 한국정보디스플레이학회 2006년도 6th International Meeting on Information Display
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• pp.1119-1121
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• 2006

Using a chemical radical we modified the surface property of PET substrates. The chemically treated substrate surface improved dispersion of CNTs on substrate and provides suitable adhesion of CNTs to substrate. In addition, an ink-jet printed patterning technique effectively improved the transparency of transparent conductive CNT composite films.