• 한국분말재료학회지
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• 제27권3호
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• pp.241-246
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• 2020

To develop Gastrodia elata (GE)-loaded particles for herbal extract dosage forms, various GE-loaded particles containing dextrin, isomalt, maltodextrin, and silicon dioxide as solidifying carriers in the GE water extract are prepared using the spray drying method. Their physical properties are evaluated using the repose angle, Hausner ratio, Carr's index, weight increase rate at 40℃/75% RH condition, and scanning electron microscopy (SEM). Particles made of dextrin improve the fluidity, compressibility, and water stability. In addition, 2% silicon dioxide increases the fluidity and moisture stability. The best flowability and compressibility of GE-loaded particles are observed with TP, dextrin, and silicon dioxide amounts in the ratio of 6/4/0.2 (34.29 ± 2.86°, 1.48 ± 0.03, and 38.29 ± 2.39%, repose angle, Hausner Ratio, and Carr's index, respectively) and moisture stability with a 2% weight increase rate for 14 h at 40℃/75% RH condition. Therefore, our results suggest that the particles prepared by the spray drying method with dextrin and 2% silicon dioxide can be used as powerful particles to improve the flowability, compressibility, and moisture stability of GE.

• Structural Engineering and Mechanics
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• 제38권3호
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• pp.361-384
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• 2011

Earlier studies on hollow-circular rubber bearings, all of which are conducted for steel-reinforced bearings, indicate that the hole presence not only decreases the compression modulus of the bearing but also increases the maximum shear strain developing in the bearing due to compression, both of which are basic design parameters also for fiber-reinforced rubber bearings. This paper presents analytical solutions to the compression problem of hollow-circular fiber-reinforced rubber bearings. The problem is handled using the most-recent formulation of the "pressure method". The analytical solutions are, then, used to investigate the effects of reinforcement flexibility and hole presence on bearing's compression modulus and maximum shear strain in the bearing in view of four key parameters: (i) reinforcement extensibility, (ii) hole size, (iii) bearing's shape factor and (iv) rubber compressibility. It is shown that the compression stiffness of a hollow-circular fiber-reinforced bearing may decrease considerably as reinforcement flexibility and/or hole size increases particularly if the shape factor of the bearing is high and rubber compressibility is not negligible. Numerical studies also show that the existence of even a very small hole can increase the maximum shear strain in the bearing significantly, which has to be considered in the design of such annular bearings.

• 한국지반공학회지:지반
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• 제8권3호
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• pp.61-74
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• 1992

Geoteztile drain의 설계를 위한 기초자료를 제시하기 위하여 배수용 geotextile을 대상으로 평면투수성능을 실험적으로 분석하였다. 일반적으로 압축응력의 증가에 대한 geotextile의 두께, 평면투수계수 및 전수성은 10KN/m2 정도 이하에서 현자한 감소를 보였으며 Geotextile의 평면투수계수는 장섬유부직포가 단섬유부직포나 복합포 보다 낮게 나타났다. 또한 Geotextile의 압축률은 PES. 계부직포가 PP계 부직포 보다 큰 경향을 보였으며 geotextile의 압축음력 e(KN In)와 압축률 Cr(oA)의 관계식은 Cr=13.37 In+23.28로 표시되었고 2KN In"를 기준 으로 한 압축률 Cr'와 평면 투수계수 감소율 Pr의 관계식은 Pr=1.250r'로 표시되었다.

• 한국해양공학회지
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• 제23권4호
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• pp.12-18
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• 2009

The present study focused on the compressibility of partially filled fluids in a sloshing tank. Filling ratios ranging from 18% to 26% were used to find compressible impact on a vertical wall. The model test was for 1/25 scale of a 138 K LNGC cargo tank. To investigate the two dimensional phenomenon of sloshing, a longitudinal slice model was tested. A high speed camera was used to capture the flow field, as well as the air pocket deformation. The pressure time history synchronized with the video images revealed the entire compressible process. Three typical impact phenomena were observed: hydraulic jump, flip through, and plunging breaker. In particular, the pressure time history and flow pattern details for flip through and plunging breaker are presented.

• Geomechanics and Engineering
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• 제21권4호
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• pp.337-348
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• 2020

Tropical organic soils having more than 65% of organic matters are named "peat". This soil type is extremely soft, unconsolidated, and possesses low shear strength and stiffness. Different conventional and industrial binders (e.g., lime or Portland cement) are used widely for stabilisation of organic soils. However, due to many factors affecting the behaviour of these soils (e.g., high moisture content, fewer mineral particles, and acidic media), the efficiency of the conventional binders is low and/or cost-intensive. This research investigates the impact of different constituents of cement-sodium silicate grout system on the compressibility behaviour of organic soil, including settlement and void ratio. A microstructure analysis is also carried out on treated organic soil using Scanning Electron Micrographs (SEM), Energy Dispersive X-ray spectrometer (EDX), and X-ray Diffraction (XRD). The results indicate that the settlement and void ratio of treated organic soils decrease gradually with the increase of cement and kaolinite contents, as well as sodium silicate until an optimum value of 2.5% of the wet soil weight. The microstructure analysis also demonstrates that with the increase of cement, kaolinite and sodium silicate, the void ratio and porosity of treated soil particles decrease, leading to an increase in the soil density by the hydration, pozzolanic, and polymerisation processes. This research contributes an extra useful knowledge to the stabilisation of organic soils and upgrading such problematic soils closer to the non-problematic soils for geotechnical applications such as deep mixing.

• 대한조선학회논문집
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• 제30권3호
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• pp.51-61
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• 1993

공기가 차 있는 백이 물에 부분적으로 잠겨서 동요할 때, 유체역학적 문제의 정식화가 Lee(1992)에 의해서 이루어졌으며, 선형항에 대한 계산방법이 주어졌다. 그러나 그의 정식화과정에서는 백내의 압력을 일정하다고 가정하여 공기의 압축성 효과가 무시되었다. 본 논문에서는 공기의 압축성을 고려하여 이 문제를 다시 정식화하였다. 이때 공기의 압축과정은 정역학 문제시에는 등온과정, 동역학 문제시에는 단열과정으로 가정하였다. 또한 정역학 계산시 문제가 되었던 평형상태의 안정성이 다루어졌다. 수치계산을 통하여 강체의 경우, 일정 압력, 변동 압력의 경우에 대한 비교검토가 이루어졌다.

• 한국분말재료학회지
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• 제28권3호
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• pp.227-232
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• 2021

The purpose of this study is to optimize the powder formulation and manufacturing conditions for the solidification of an extract of the herb Bangpungtongseong-san (BPTS). To develop BPTS-loaded particles for the tablet dosage form, various BPTS-loaded particles composed of BPTS, dextrin, microcrystalline cellulose (MCC), silicon dioxide, ethanol, and water are prepared using spray-drying and high shear granulation (high-speed mixing). Their physical properties are evaluated using scanning electron microscopy and measurements of the angle of repose, Hausner ratio, Carr's index, hardness, and disintegration time. The optimal BPTS-loaded particles exhibit improved flowability and compressibility. In particular, the BPTS-loaded particles containing silicon dioxide show significantly improved flowability and compressibility (the angle of repose, Hausner ratio, and Carr's index are 35.27 ± 0.58°, 1.18 ± 0.06, and 15.67 ± 1.68%, respectively), hardness (18.97 ± 1.00 KP), and disintegration time (17.60 ± 1.50 min) compared to those without silicon dioxide. Therefore, this study suggests that particles prepared by high-speed mixing can be used to greatly improve the flowability and compressibility of BPTS using MCC and silicon dioxide.

• 한국지반공학회논문집
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• 제20권8호
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• pp.103-111
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• 2004

화강풍화토는 특유의 파쇄성과 압축성이 높은 이유로 일반적으로 사용되는 산정식에 의해 지지력 등을 산출하기 곤란한 문제점이 있다. 이러한 화강풍화토의 공학적 특성을 보다 상세히 밝히기 위해서는 우선 미시적인 입자자체의 특성을 충분히 검토한 후, 입자 집합체의 거시적인 거동특성과의 관련성을 우선 규명하여 한다. 그러나 지금까지 지반공학 분야에서는 하나하나의 입자에 작용하는 응력상태의 중요성에 대한 인식이 없었고, 또한 일련의 법칙성을 발견하기 어렵다는 이유로 단일의 입자특성은 다루어지지 않았다. 그러나 특유한 입자파쇄성과 고압축성을 갖는 화강풍화토의 정확하고 자세한 역학특성을 밝히기 위해서는 미시적인 입자의 특성을 조사해 지반거동에 미치는 영향을 조사할 필요가 있다. 또한 지반내에서의 수분의 존재는 입자파쇄의 활성화를 촉진시키고, 그 결과 압축성의 증가와 전단강도의 저하를 일으키는 요인이 된다. 사실상 실제로, 화강풍화토를 재료로 한 성토지반에서 지반침하가 심각한 문제로 대두되는 경우는 주로 화강풍화토 지반의 함수비 변화에 따른 압축특성의 민감한 변화의 결과로 추정하고 있다. 본 연구에서는 현미경 관찰을 통한 미시적인 입자형상 분석과 단입자 강도시험을 통한 입자강도특성을 조사하여 화강풍화토의 압축특성과의 관련성 및 입자의 파쇄성과 화강풍화토의 압축특성에 미치는 수분의 영향에 대하여 조사하였다.

• 대한수학회지
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• 제25권2호
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• pp.303-308
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• 1988

• 대한가정학회지
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• 제8권1호
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• pp.7-20
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• 1970