• Cement
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• s.60
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• pp.47-56
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• 1975

ball mill로 최적의 능률을 달성하고 생산의 최대 Blaine을 얻기 위하여 ball을 최적으로 배열 선택하여야 한다. 이 논문에서는 분쇄기 직경과 분쇄도를 고려하여 피분쇄 물질의 입도에 따르는 최적의 ball size 계산법이 전개되었다. 나아가 분쇄물의 Blaine으로부터 입도 계산에 대한 단순한 관계가 명시되었다. Blaine은 분쇄기의 길이를 직선적으로 증가시키기 때문에 chamber의 길이와 수 그리고 필요한 구의 직경이 graph의 방법으로 쉽게 규정된다. 보다 큰 구의 사용으로 손해는 분쇄기의 원료(피분쇄물)를 사전에 파쇄시킴으로써 제거될 수 있다. 그 발전 경향은 보다 작은 분쇄 매체(grinding media)의 사용에로 진전되었으며 그 이유는 다음과 같다. (1) 증대된 분쇄기 직경 (2) 피분쇄물의 사전 파쇄 (3) 분쇄 법칙에 대한 지식 향상

• Explosives and Blasting
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• v.22 no.2
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• pp.1-11
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• 2004

일반적으로 국내 석회석 광산에서의 발파는 20ms나 25ms 시차를 가지는 지발발파로 시행되어지고 있다. 국외에서는 전자뇌관을 사용하여 암반의 지질학적인 특성에 따라 지발 시차를 사용자의 현장에 따라 선정하여, 주변 보안 물건에 따른 진동 및 소음을 경감하면서, 1회 발파의 생산량을 증대할 수 있으며, 2차 파쇄 비용 및 적재비용을 절감하는 최적의 시차를 적용하여 발파 규모를 줄이지 않는 발파패턴을 적용하고 있다. 본 연구는 해외에서 사용되고 있는 전자뇌관을 국내 현장 석회석 광산(단양)에 적용함으로 최적지연시차를 찾아내는 방법과 초시의 오차에 따른 문제점과 향후 국내 적용성을 판단하고자 하였다. 대규모 석회석 광산을 대상으로 최적시차를 판단하고자 동일 패턴에서 시차를 6ms ~ 30ms로 시험발파를 시행하여 4가지 요소 발파진동속도, 주 주파수특성, 파쇄입도, 암석 이동 및 버력의 상태를 분석하여 각 시차에 따른 배점을 두어, 당 현장에 요구되는 개별 가중치를 선정하여 분석하였다. 분석 결과 당 현장에서의 발파결과에 따른 요소별 가중치를 발파진동속도(20), 주 주파수 특성(20), 파쇄입도(40), 암석 이동(10) 및 버력의 상태(10)로 하여 분석한 결과 15ms가 최적시차로 나타냈다. 향후 각 현장에 적합한 요소별 가중치를 선정하여 현장별 최적시차를 도출한다면 최적의 발파효과를 있을 것으로 판단된다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.13 no.10
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• pp.4832-4836
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• 2012

In general, there are needed lots of time and experiments for determination of optimum asphalt content and mix design. The experimental results are highly depended on the skill of testers. Bailey suggested the proper aggregate gradation of hot mix asphalt are a function of special size and passing percent of the specified aggregate to reduce the test errors. In this paper, the asphalt mix designs of 19mm dense graded mix and PA-20mm for FHWA were carried out, using Bailey's method. The use of Bailey method can cut down the testing times to get the proper aggregate gradation for asphalt mix design. In case of 19mm dense graded asphalt mixture, the measured values of CA, $FA_c$, $FA_f$ are 0.724, 0.440, and 0.455, which are within the suggested values by Bailey. Also, in case of PA-20 graded asphalt mixture, the measured values of CA, $FA_c$, $FA_f$ are 0.646, 0.476, and 0.450, respectively.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.18 no.1
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• pp.715-723
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• 2017

This study investigates the properties of a high-performance cementitious composite with partial substitution of stone dust for fine aggregate. The relationship between the properties and particle size distribution was analyzed using several analytical models. Experiments were carried out to examine the flowability, rheology, and strength of cement mortars with different stone-dust replacement ratios of 0-30 wt.%. The results showed improved flowability, lower rheological parameters (yield stress and plastic viscosity), and improved strength as the amount of stone dust increased. These results are closely related to the packing density of the solid particles in the mortar. The effect was therefore estimated by introducing an optimum particle size distribution (PSD) model for maximum packing density. The PSD with a higher amount of stone dust was closer to the optimum PSD, and the optimization was quantified using RMSE. The improvement in the PSD by the stone dust was proven to affect the flowability, strength, and plastic viscosity based on several relevant analytical models. The reduction in yield stress is related to the increase of the average particle diameter when using stone dust.

• International Journal of Highway Engineering
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• v.11 no.1
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• pp.13-24
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• 2009

This study developed a high strength and performance concrete pavement material with low shrinkage and reflection of sunlight. Based on the literature review, a new mix-design of applying flash ash to improve the strength and performance of the concrete as well as to reduce the dry shrinkage is suggested. In addition, adding black pigment to reduce the reflection and technique of applying OAG (Optimized Aggregate Gradation) is also included. The result of the laboratory experiment indicates that the brightness and the reflection, which depends on the ratio of black pigment addition, did not deviate from the normal range. When OAG is considered for the mix-design, the strength and performance of the concrete improved greatly. In addition, the mix-design using fly ash reduced the dry shrinkage of concrete and improved the resistance to the permeation of chloride ion. Furthermore, the mix-design, which uses fly ash (25% replacement) and black pigment (3% addition) with the application of OAG, is found to be the most effective mix to reduce the shrinkage and reflection as well as improving the strength and performance of the concrete. The result of an economic analysis indicates that the initial construction cost of this proposed mix is more expensive than that of normal concrete pavement material. However, it can be more economic in the long run because the normal concrete pavement material is likely to cost more due to higher probability of maintenance and repair and higher social cost due to traffic accident, etc.

• Journal of Forest and Environmental Science
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• v.24 no.1
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• pp.53-59
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• 2008

Extracellular enzyme activities of Fomitopsis palustris were determined by the particle sizes, culture periods and concentrations of wood particle substrate which was mixture of 4 domestic coniferous woods, such as Pinus densiflora, Larix leptolepsis, Pinus koraiensis, and Pinus rigida. The results showed that the culture conditions had an effect on the secretion of most of the extracellular enzymes from Fomitopsis palustris in the mixed wood particle substrate. :The optimal culture conditions for enzyme activities were 80~100 mesh in wood particle size, 7.5% in concentrations of wood substrate, and 4~8 weeks in culture period.

• Water for future
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• v.17 no.3
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• pp.191-196
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• 1984

To understand the effects of particle size on sedimentation processes, huydraulic laboratory experiments were conducted using four groups of ssediments: There well-defined sediments of uniform composition and narrow-size distribution, and a fourth group which was a mixture of these three sediments. Entrainment and deposition experiments were performed for each group and sediments with bottom shear stresses of 1~14 dynes/$\textrm{cm}^2$. Inter-comparisons of the experimental results were presented.

• Journal of Adhesion and Interface
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• v.3 no.2
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• pp.9-16
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• 2002

In the synthesis of water-based polyurethane using self-emulsification process, after being neutralized, polyurethane pre-polymers containing ionic pendant groups are dispersed by simple convective mixing. Preparation of dispersion is followed by chain extension reaction, which is considered as important step for growth of the molecular weight of polyurethane. In this work, pH variations in the aqueous phase were monitored during the chain extension process in the presence of water-soluble diamines. The optimum degree of chain extension and the average particle size in the polyurethane dispersions were examined with varying ionic pendent group contents, type of chain extenders, and feed rate of chain extenders, The initial pH value in the aqueous phase linearly increased and the optimum chain extension point could be obtained from the intersection of two linear lines having different slopes, All average particle sizes before chain extension reaction were almost same, however, the final average particle size increased as feed rates of chain extenders increased, In addition, as the ionic pendant group contents increased, the particle size decreased since the hydrophilicity and hydrodynamic volume increased. As carbon numbers of the chain extenders increased, the final particle size increased significantly. From the results, it was concluded that the chain extension reaction took place among the particles not only in a particle.

• Journal of the Korea institute for structural maintenance and inspection
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• v.24 no.5
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• pp.95-102
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• 2020

For the purpose of developing a PE fiber-reinforced highly ductile cementitious composite having high tensile strain capacity more than 2% under the condition of containing aggregates with large particle size, this study investigated the tensile behavior of composites according to the particle size and distribution of aggregates in the composite. Compared with the mixture containing silica sand of which particle size is less than 0.6 mm, mixtures containing river sand and/or gravel with the maximum particle size of 2.36 mm, 4.75 mm, 5.6 mm, 6.7 mm were considered in the experimental design. The particle size distributions of aggregates were adjusted for the optimized distribution curves obtained from modified A&A model by blending different sizes of aggregates. All the mixtures presented clear strain-hardening behavior in the direct tensile tests. The mixtures with the blended aggregates to meet the optimum curves of aggregate size distributions showed higher tensile strain capacity than the mixture with silica sand. It was also found that the tensile strain capacity was improved as the maximum size of aggregate increased which resulted in wider particle size distribution. The mixtures with the maximum size of 5.6 mm and 6.7 mm presented very high tensile strain capacities of 4.83% and 5.89%, respectively. This study demonstrated that it was possible to use coarse aggregates in manufacturing highly ductile fiber-reinforced cementitous composite by adjusting the particle size distribution.

• 한국도로학회:학술대회논문집
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• 2009.11a
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• pp.549-552
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• 2009