• 마이크로전자및패키징학회지
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• 제29권4호
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• pp.9-14
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• 2022

실리카 에어로겔은 매우 낮은 밀도, 고비표면적을 갖는 다공성 물질로 구조적 특성으로 인한 취약한 기계적 특성 때문에 응용이 제한되어 이를 해결하기 위한 폴리머와의 다양한 복합화 기술이 제안되어 왔다. 본 연구에서는 에어로겔의 기계적 강도를 향상시키고자 폴리이미드가 가교된 실리카 에어로겔을 합성하였다. 실리카 에어로겔을 만들기 위한 전구체로 tetraethyl orthosilicate(TEOS)가 사용되었고, 3-Aminopropyltriethoxysilane(APTES)은 폴리이미드와 가교 결합을 하기 위한 coupling agent로 사용되었다. 폴리이미드는 pyromellitic dianhydride, 3, 5-diaminobenzoic acid를 사용해 합성되었고 ${\frac{n_1}{n_2}}={\frac{n}{n+1}}$의 반응식을 사용해 폴리이미드 체인의 반복 단위 수가 10인 폴리이미드를 가교 결합하여 기계적 물성이 향상된 실리카 에어로겔을 구현하였다. 겔화 전에 다양한 중량비를 갖는 폴리이미드를 첨가하여 최대 압축 강도가 실리카 에어로겔 대비 19배 이상 증가가 관찰되어 폴리머 가교결합을 통한 실리카 에어로겔의 기계적 강도가 크게 개선될 수 있음을 확인하였다.

• Geomechanics and Engineering
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• 제19권5호
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• pp.393-405
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• 2019

This paper evaluates the geotechnical and geo-engineering properties of the South Pars Zone (SPZ) marls in Assalouyeh, Iran. These marly beds mostly belong to the Aghajari and Mishan formations which entail the gray, cream, black, green, dark red and pink types. Marls can be observed as rock (soft rock) or soil. Marlstone outcrops show a relatively rapid change to soils in the presence of weathering. To geotechnically characterise the marls, field and laboratory experiments such as particle-size distribution, hydrometer, Atterberg limits, uniaxial compression, laboratory direct-shear, durability and carbonate content tests have been performed on soil and rock samples to investigate the physico-mechanical properties and behaviour of the SPZ marls in order to establish empirical relations between the geo-engineering features of the marls. Based on the experiments conducted on marly soils, the USCS classes of the marls is CL to CH which has a LL ranging from 32 to 57% and PL ranging from 18 to 27%. Mineralogical analyses of the samples revealed that the major clay minerals of the marls belong to the smectite or illite groups with low to moderate swelling activities. The geomechanical investigations revealed that the SPZ marls are classified as argillaceous lime, calcareous marl and marlstone (based on the carbonate content) which show variations in the geomechanical properties (i.e., with a cohesion ranging from 97 to 320 kPa and a friction angle ranging from 16 to 35 degrees). The results of the durability tests revealed that the degradation potential showed a wide variation from none to fully disintegrated. According to the results of the experiments, the studied marls have been classified as calcareous marl, marlstone and argillaceous lime due to the variations in the carbonate and clay contents. The results have shown that an increase in the carbonate content leads to a decrease in the degradation potential and an increase in the density and strength parameters such as durability and compressive strength. A comparison of the empirical relationships obtained from the regression analyses with similar studies revealed that the results obtained herein are reasonably reliable.

• Structural Engineering and Mechanics
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• 제31권1호
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• pp.1-10
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• 2009

An experimental investigation was conducted to evaluate the performance of mortars with and without Metakaolin (MK) exposed to elevated temperatures $200^{\circ}C$, $400^{\circ}C$, $600^{\circ}C$ and $800^{\circ}C$ for two hours. The binder to sand ratio was kept constant (1:5.23). The ordinary Portland cement (OPC) was replaced with MK at 0%, 5%, 10% 20% and 30%. All mixtures were designed to have a flow of $94{\pm}5%$. The compressive strength of mortars before and after exposure to elevated temperature was determined. The formation of various decomposition phases were identified using X-ray diffractometry (XRD) and differential thermal analysis (DTA). The microstructure of the mortars was examined using scanning electron microscope (SEM). Test results indicated that MK improves the compressive strength before and after exposure to elevated temperature and that the 20% cement replacement of MK is the optimum percentage.

• Journal of Forest and Environmental Science
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• 제37권1호
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• pp.79-89
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• 2021

Cement bonded boards of 10 mm in thickness were produced from the mixture of Gmelina arborea sawdust and corn cob particles. The strength and dimensional stability of cement bonded composites produced from these two mixtures were examined. A total of thirty experimental boards were produced at density level of 1,000 kg/㎥ with cement to fibre ratio of 2.5:1 and 3:1 and five (5) blending proportions of G. arborea sawdust to corn cob particles of 100:0; 75:25; 50:50; 25:75 and 100:0. The effect of the cement to fibre ratio and blending proportion on the Water Absorption (WA), Thickness Swelling (TS), Modulus of Rupture (MOR), and Modulus of Elasticity (MOE) were determined. The result indicates that as the mixing ratio of cement to fibre and blending proportion of maize cob (75%) to G. arborea (25%) increased, the thickness swelling, water absorption decreased, whereas the MOR and MOE increased. It also shows that most dimensionally stable and flexural strength boards were produced at the highest level of mixing ratios (3:1) and blending proportion of G. arborea to corn cob 25:75. However, the analysis of variance shows that TS and WA were significantly different, whereas, MOE and MOR were not significantly affected by mixing ratios and blending proportions. Finding of this study has shown that maize cob particles are suitable for cement bonded board production.

• Geomechanics and Engineering
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• 제14권1호
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• pp.19-27
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• 2018

It follows from the basic principles of mechanics of deformable solids relating to the strength, stability and propagation of elastic waves that the Earth's inner core cannot exist in the form of a spherical structure in the assumed thermobaric conditions and calculation values of physico-mechanical parameters. Pressure level reaches a value that is significantly greater than the theoretical limit of medium strength in the model approximations at the surface of the sphere of the inner core. On the other hand, equilibrium state of the sphere is unstable on the geometric forming at much lower loads under the influence of the "dead" surface loads. In case of the action of "follower" loads, the assumed pressure value on the surface of the sphere is comparable with the value of the critical load of "internal" instability. In these cases, due to the instability of the equilibrium state, propagation of homogeneous deformations becomes uneven in the sphere. Moreover, the elastic waves with actual velocity cannot propagate in such conditions in solid medium. Violation of these fundamental conditions of mechanics required in determining the physical and mechanical properties of the medium should be taken into account in the integrated interpretations of seismic and laboratory (experimental) data. In this case, application of the linear theory of elasticity and elastic waves does not ensure the reliability of results on the structure and composition of the Earth's core despite compliance with the required integral conditions on the mass, moment of inertia and natural oscillations of the Earth.

• 한국식품영양과학회지
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• 제39권4호
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• pp.542-547
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• 2010

색깔이 다른 대서와 보라밸리 감자로부터 전분을 추출하여 수율, amylose, amylopectin 함량비, 팽윤력, 수분결합능 및 X-ray 전분 구조와 같은 전분의 이화학적 특성을 측정하였다. 두 감자간의 amylose와 amylopectin의 함량 비에는 유의적인 차이(p<0.05)가 나타났고 두 감자 모두에서 amylose 함량이 높아 찰성이라기보다는 매성으로 나타났다. X-ray와 주사전자현미경을 통해 입자를 관찰한 결과 대서와 보라밸리의 모양의 차이와 전분 구조의 차이는 보이지 않았다. 대서와 보라밸리 전분의 입도분석 결과, $50\;{\mu}m$ 안에 포함되는 전분입자 크기가 대서는 $45.44\pm2.79%$이며, 보라밸리는 $42.37\pm1.03%$의 분포였다. 대서와 보라밸리 전분의 수분결합능력의 차이는 보이지 않았다. 반면, 팽윤력은 $65^{\circ}C$에서 시작하여 $80^{\circ}C$에서 높은 증가를 보였으며, $90^{\circ}C$에서 보라밸리 전분의 팽윤력보다 대서의 팽윤력이 약 0.3% 정도 높았다. 대서와 보라밸리 전분의 호화도를 측정한 결과 호화 개시온도, 호화절정온도, 호화종결온도에서 대서보다 보라밸리가 높은 온도를 보였다.

• Bulletin of the Korean Chemical Society
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• 제32권6호
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• pp.1902-1906
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• 2011

Sulfonated poly(fluorinated arylene ether)s (SDF-F)/poly[(N-vinylimidazole)-co-(3-methacryloxypropyl-trimethoxysilane)] (poly(VI-co-MPS))/poly(tetrafluoroethylene) (PTFE) is prepared for a high temperature proton exchange membrane fuel cell (PEMFC). The reaction of the membrane with phosphoric acid forms silicate phosphor, as a chemically bound proton carrier, in the membrane. Thus-formed silicate phosphor, nitrogen in the imidazole ring, and physically bound phosphoric acid act as proton carriers in the membrane. The physico-chemical and electrochemical properties of the membrane are investigated by various analytical tools. The phosphoric acid uptake and proton conductivity of the SDF-F/poly(VI-co-MPS)/PTFE membrane are higher than those of SDF-F/PVI/PTFE. The power densities of cells with SDF-F/poly(VI-co-MPS)/PTFE membranes at 0.6 V are 286, 302, and 320 mW $cm^{-2}$ at 150, 170, and 190 $^{\circ}C$, respectively. Overall, the SDFF/poly(VI-co-MPS)/PTFE membrane is one of the candidates for anhydrous HT-PEMFCs with enhanced mechanical strength and improved cell performance.

• Advances in materials Research
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• 제3권2호
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• pp.61-75
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• 2014

This study aimed to investigate the suitability of some concrete components for producing "high-performance heavy density concrete" using different types of aggregates that could enhances the shielding efficiency against ${\gamma}$-rays. 15 mixes were prepared using barite, magnetite, goethite and serpentine aggregates along with 10% silica fume, 20% fly ash and 30% blast furnace slag to total OPC content for each mix. The mixes were subjected to compressive strength at 7, 28 and 90 days. In some mixes, compressive strengths were also tested up to 90 days upon replacing sand with the fine portions of magnetite, barite and goethite. The mixes containing magnetite along with 10% SF reaches the highest compressive strength exceeding over M60 requirement by 14% after 28 days. Whereas, the compressive strength of concrete containing barite was very close to M60 and exceeds upon continuing for 90 days. Also, the compressive strength of high-performance concrete incorporating magnetite fine aggregate was significantly higher than that containing sand by 23%. On the other hand, concrete made with magnetite fine aggregate had higher physico-mechanical properties than that containing barite and goethite. High-performance concrete incorporating magnetite fine aggregate enhances the shielding efficiency against ${\gamma}$-rays.

• 연구논문집
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• 통권28호
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• pp.161-172
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• 1998

철강재생 공장내의 전기 용융로에서 발생된 먼지중의 아연 성분을 재생하는 공정인 Waelz 공정에서는 매년 많은 양의 slag가 발생되어진다. 표면이 유리질성인 이 slag의 물리적 특성이 매우 우수하며, 건축 현장에서 골재(모래나 자갈)의 대체물질로 사용 가능한 만큼 높은 안정성을 지니고 있다. 유럽공동체 과 제인 본 연구는 여러 종류의 slag에 대한 용출특성, 물리-화학적 특성조사 및 광물학적 특성 연구에 주안점을 두었다. 용출실험으로는 법규실험과 slag의 재사용 시나리오와 관련된 여러 주요인자에 대한 영향(pH, 산환원 전위, 용매의 화학적특성, L/S비 등)에 대하여 조사되어졌다.

• 지질공학
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• 제24권2호
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• pp.161-169
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• 2014

We present the results of an experimental physical weathering study that focuses on fresh and slightly weathered gneiss samples from the Wonju area of Korea. The study investigated changes in the physico-mechanical properties of these samples during accelerated laboratory-based weathering, including analyses of microfracture formation. The deteriorated samples used in the study were subjected to 100-150 freeze-thaw cycles, with index properties and microfracture geometries measured between each cycle. Each complete freeze-thaw cycle lasted 24 hours, and consisted of 2 hours of saturation in a vacuum chamber, 8 hours of freezing at $-21^{\circ}C{\pm}1^{\circ}C$, and 14 hours of thawing at room temperature. Specific gravity and seismic velocity values were negatively correlated with the number of freeze-thaw cycles, whereas absorption values tended to increase. The amount of deterioration of the rock samples was dependent on the degree of weathering of the rock prior to the start of the analysis. Absorption, specific gravity, and seismic velocity values can be used to infer the amount of physical weathering experienced by a gneiss in the study area. The sizes and density of microfracture in the rock specimens varied with the number of freeze-thaw cycles. We found that box fractal dimensions can be used to quantify the formation and propagation of microfracture in the samples. In addition, these box fractal dimensions can be used as a weathering index for the mid-and long-term prediction of rock weathering. The present results indicate that accelerated-weathering analysis can provide a detailed overview of the weathering characteristics of deteriorated rocks.