• Proceedings of the Korean Fiber Society Conference
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• 2001.10a
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• pp.167-170
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• 2001

실의 겉보기 물성 (apparent properties)은 실의 품질을 결정하는 중요한 요인중의 하나이다. 특히, 직물 또는 편성물과 같은 평면 섬유물의 경우, 실의 겉보기 굵기 변동은 섬유물의 표면 평활도, 색상, 등 감성적 제품 품질을 결정하게 된다. 이에 따라 실의 겉보기 성질이 섬유제품의 품질에 차지하는 비중이 점차 커지게 되었다 본 연구에서는 광속 밀도가 높고 회절이 적은 레이저 비임을 이용하여 실의 겉보기 굵기를 측정하여 방적사의 겉보기 굵기가 가지는 변동 특성을 해석하고, 측정 조건이 실의 굵기 측정 결과에 미치는 영향을 소개하고자 한다. (중략)

• Proceedings of the Korean Fiber Society Conference
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• 2003.04a
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• pp.161-164
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• 2003

실의 겉보기 물성 (apparent properties)은 실의 품질을 결정하는 중요한 요인중의 하나이다. 특히, 직물 또는 편성물과 같은 평면 섬유물의 경우, 실의 겉보기 굵기 변동은 섬유물의 감성적 품질에 큰 영향을 미치며 이는 일정 수준 이상의 역학적 품질이 만족되는 섬유제품에 대해서는 시장에서 제품 구매력 결정에 중요한 역할을 한다. 본 연구에서는 의류제품의 품질 고급화에 기여하기 위하여 광범위한 의류제품의 원료로 사용되고 있는 링사 및 로터사를 대상으로 중요한 겉보기 물성인 굵기 특성을 찾아내고자 한다. (중략)

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2004.05a
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• pp.46-46
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• 2004

디지털 측정장치의 발달에 따라 센서에서 출력되는 아날로그 신호를 디지털 신호로 변환하고, 이를 바탕으로 측정결과를 제시하는 경우가 많다. 그러나 아날로그 신호의 디지털화 과정에서는 정보의 유실이 생길 수밖에 없고, 또한 측정 헤드의 dimension 과 sampling interval 등과 같은 측정조건은 측정결과의 신뢰성에 많은 문제를 야기 시킨다. 본 연구에서는 새로운 측정방법을 바탕으로 시장-분산곡선과 Correlogram 법을 이용하여 그 특성을 해석하고, 데이터 샘플링 시 측정조건과 시료내의 변동성이 측정결과인 평균 굵기 및 굵기의 총분산에 미치는 영향을 찾아 보았다.(중략)

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2003.06a
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• pp.1573-1576
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• 2003

The quality of bundles is closely related with the apparent thickness. Especially the variation of apparent thickness of bundle determines the qualify of the plane structure made or the bundle such as surface evenness, pore size, and the shape of air-gap, etc.,. This study is dealing with the development of a new measuring system of the thickness of bundle or cross-section by determining the size of the shadow of the object covered by a laser slit beam. Also the measured signal is characterized in terms of the correlogram, the irregularity in wavelength. The correlogram for the irregularity of several sample types could be represented by a sinusoidal function with exponentially decaying amplitude. Moreover, influence of the measuring speed on the signal and the characteristic differences according to the different types of bundle are investigated.

• Clean Technology
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• v.23 no.3
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• pp.270-278
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• 2017

This study introduces a method to easily fabricate highly monodisperse pectin hydrogel microfibers in a microfluidic device by using partial gelation. The hydrodynamic parameters between the pectin aqueous solution and the calcium ions containing oil solution are precisely controlled to form a stable elongation flow of the pectin aqueous solution, and partial gelation of the pectin aqueous solution is performed by the chelating of the calcium ions at the interface between the two phases. The partially gelled pectin aqueous solution is phase-separated from the oil solution in an aqueous calcium chloride solution outside the microfluidic device and is completely gelled to produce monodisperse pectin hydrogel microfibers. The thickness of the pectin hydrogel microfiber is controlled in a reproducible manner by controlling the volumetric flow rate of the initially injected pectin aqueous solution. The pectin hydrogel microfibers were 200 to 500 micrometers in diameter and had a coefficient of variation below 5% under all thickness conditions, indicating that the pectin hydrogel microfibers produced by partial gelation are highly monodisperse. In addition, biomaterials can be immobilized to the pectin hydrogel microfibers produced by a single process, demonstrating the possibility that our pectin hydrogel microfiber can be used as carriers for biomaterials or tissue engineering.

• Journal of the Korean Geotechnical Society
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• v.34 no.12
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• pp.105-113
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• 2018

In this study, the engineering properties including bearing capacity of subgrades stabilized with a binder are analyzed by laboratory and field experiments. The main components of the binder are CaO and $SO_3$. After the binder was mixed with a low plasticity clay, the passing rates were relatively decreased as the sieve mesh size increased. Not only did the soil type change to silty sand, but engineering properties, such as the plasticity index and modified California bearing ratio (CBR), were improved for the subgrade. A comparison of the compaction curves of the stabilized subgrade and field soil compacted with the same energy demonstrated an increase of approximately 6% in the maximum dry unit weight, slight decrease in optimum moisture content, and considerable increase improvement in grain size. In the modified CBR test, the effect of unit weight and strength increase of the modified soil (with a specific amount of binder) was remarkably improved. As the proportion of granulated material increased after the addition of binder, the swelling was reduced by 3.3 times or more during initial compaction and 6.5 times by final compaction. The unconfined compressive strength of the specimens was maintained at the homogeneous value with a constant design strength. The stabilized subgrade was validated by applying it in the field under the same conditions; this test demonstrated that the bearing capacity coefficients at all six sites after one day of compaction exceeded the target value and exhibited good variability.