• International Journal of Highway Engineering
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• v.11 no.4
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• pp.127-132
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• 2009

This study presents the test results on the compaction characteristics of warm mix asphalt mixtures that include the additive in 3 different mixtures(hot mix asphalt, SBS and SMA). The tests were conducted to find out the compaction characteristics on the compactability with varying compaction time, different amount of the warm mix additive and lowering the compaction temperature. The Superpave gyratory compactor was used to find out the variation of the density when the number of the gyration is varied. A dense mixture and 3 different warm mix additives were employed to find the relationship between compactability and compaction time. The comparison of the compactability with lowering the temperature was conducted using dense mixture, SBS polymer modified mixture and stone matrix asphalt mixture(SMA). The difference of the density of warm mix asphalt mixtures was not found due to the lowering of compaction temperature when it was compared with the standard mixture and the warm mix showed the stable condition in density. In the mean time, depending upon the different warm mix additive and mixture, the difference of density and the variation trend of compaction is found to be existed and shows the relationship between these two variables.

• 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.

• Proceedings of the Korea Concrete Institute Conference
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• 1992.10a
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• pp.54-57
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• 1992

This report presents the survey findings on the proportioning of ready mixed, concrete mixtures. According to this report, the W/C ratio and S/A ratio, based upon the type 25-210-12, in mix proportion of ready mixed concrete are 53% and 45% respectively. The problems to be improved, coming out in this study, are (1)using the adequate quantity of cement (2) alternation of mix design cope with the change of kinds of aggregates (3)large standard error in the mix proportion.

• Korean Journal of Human Ecology
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• v.20 no.1
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• pp.155-168
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• 2011

This study aims at analyzing the Mix & Match fashion trend expressed in the Ready to Wear collections shown in 27 collections of 3 designers(Alexander McQueen, Jean Paul Gaultier, Comme des Gar$\c{c}$ons) over the past five years from 2007S/S to 2011S/S, and the results are as follows. 1) The characteristics were a combination of past and modern, the past and past prominent fashions combined at a different time, these styles and details were seen in Alexander McQueen's collection. 2) The properties of combination were expressed as a clash of cultures, such as East and West or African and European. 3) The characteristics of the combinations were expressed by differences in purpose, such as outer garments or underwear. 4) Artistic combinations of Mixing & Matching happen through a component confusion of art and garments. 5) The characteristics of Mixing & Matching fashion were expressed in images, especially in the case of Jean Paul Gaultier.

• Journal of Food Hygiene and Safety
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• v.12 no.1
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• pp.47-54
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• 1997

Fried vegetable mix, fried fish mix and fried chicken which prepared as convenient style at traditional market in Chonju were collected and evaluated their chemical composition, lipid and microbial changes during storage at different temperaturefor confirming those fried food stability. The POV and AV of oil in samples and total bacterial count during storage at 5, 15, 20 and 3$0^{\circ}C$ were monitered. The POV, AV and total bacterial count tested of each sample, shelf-life can be suggested as within 1 day at 3$0^{\circ}C$, 2~3 days at 15~2$0^{\circ}C$ and over 5 days at 5$^{\circ}C$.

• Journal of The Korean Society of Grassland and Forage Science
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• v.13 no.1
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• pp.38-42
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• 1993

The objectives of this experiment were to suggest that the suitable mixture type for the herbage use under an intensive system of short-term pasture utilization in fallow land. The field trials were conducted over a 3-year (1989∼1991) period to evaluate the effects of mixture types (pure stands; orchardgrass (OG), simple mixtures; orchardgrass (OG) + red clover (RC), and complex mixtures (C. Mix; orchardgrass + tall fescue + Kentucky bluegrass + ladino clover) on the herbage yield and quality. Mean total dry matter yields per hectare over the three years were higher for OG + RC as 11,849 kg than for OG as 10,709 kg and for C. Mix as 11,371 kg (P<0.05). The concentrations of crude protein were not different among treatments while the concentrations of organic matter digestibility in total herbage over the three years from OG + RC were higher than OG (P<0.05). The total herbage crude protein yields were higher for OG + RC as 2,231 kg than for OG as 1,816 kg and for C. Mix as 2,053 kg (P<0.01). The total herbage digestible organic matter yields were higher for OG + RC as 7,147 kg than for OG as 6,116 kg and for C. Mix as 6,817 kg (P<0.05). On the other hand, organic matter intake per kg were different among the treatments, while organic matter intake per live weight kg from OG + RC as 338 g and C. Mix as 392 g were higher than from OG as 377 g (P<0.01). From the results, it could be considered that OG + RC simple mixture was suitable for the intensive short-term pasture utilization in the fallow land.

• International Journal of Highway Engineering
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• v.16 no.2
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• pp.19-24
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• 2014

PURPOSES : The study objective was to evaluate rheology and physical properties of SBS-modified warm-mix asphalt (WMA) binders in comparison with hot-mix asphalt (HMA) binders. METHODS : Four different SBS polymers were used to prepare polymer-modified asphalt (PMA) binders, and three different warm-mix additives (WAD) were used to prepare a total of 12 WMA PMA binders. The kinematic viscosity was measured at 115, $135^{\circ}C$. The PG was determined using DSR and BBR. The pass/fail (P/F) temperatures for high and low PG grading were evaluated for HMA PMA and WMA PMA binders. RESULTS : PG 76-22 binders could be prepared by modifying the base binder (PG 64-22) using 4.5 wt% of SBS. The kinematic viscosity (KV) of SBS PMA was increased by 3 times higher than that of base asphalt. The SBS PMA with WAD showed 10% lower KV than that of the normal SBS PMA at $115^{\circ}C$ The high P/F temperatures showed almost no difference between HMA PMA and WMA PMA binders. The high P/F temperature showed very high correlations with KV ($R^2$ > 0.97). The result of SBS modification caused increase of low P/F temperature by $2.7^{\circ}C$ on average. CONCLUSIONS : Since the PMA with WAD showed 10% lower KV than normal (HMA) PMA at $115^{\circ}C$, reducing PMA mixture temperature down to a WMA level was possible in this study. The higher KV binders showed the higher P/F temperature. There was almost no change in high P/F temperature due to the use of WAD. The SBS PMA, showing an increased low P/F temperature, might show somewhat poorer performance at low-temperature, even though the lower PG grade was staying at the same level, i.e., $-22^{\circ}C$.

• International Journal of Highway Engineering
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• v.14 no.4
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• pp.63-72
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• 2012

PURPOSES : Hot-mix asphalt(HMA) concretes show a trend of strength increase at low temperature due to binder stiffness increase, but strength decrease below a ceratin low temperature. This is due to the differential thermal contraction(DTC) which is induced by a significant difference in coefficients of thermal contraction between aggregate and asphalt which is coated around the aggregate. This DTC damage is well known to occur in HMA concrete, but is not yet investigated in warm-mix asphalt(WMA) concretes. METHODS : To evaluate DTC damage on WMA in this study, the flexural strength($S_f$) of WMA concretes, which were produced at $30{\sim}40^{\circ}C$ lower temperature, was evaluated in comparison with that of HMA at -5, -15 and $-25^{\circ}C$. RESULTS : Most of WMA and HMA mixtures showed flexural strength increase down to $-15^{\circ}C$ and decrease below $-15^{\circ}C$. this type of strength reduction below $-15^{\circ}C$ can e explained as the effect of differential thermal contraction that is a consequence of the large difference in coefficients of thermal contraction between aggregate and asphalt. the property reduction of WMA is similar the result of previous works dealt with HMA mixtures. CONCLUSIONS : Even though there is some differences by materials used, the WMA concretes showed a significantly lower DTC damage than HMA concrete at low temperature at ${\alpha}$=0.05 level.

• Archives of design research
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• v.18 no.2 s.60
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• pp.15-26
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• 2005

Recently, one of the outstanding characteristics in design field shows that design is combined with marketing. However, one thing shouldn't be overlooked that original marketing theories are not able to be applied to design in itself because of difference between marketing mind and design thinking. This premise leads the purpose of the study to aim to establish academic frameworks of design marketing by re-organizing conceptual elements of design marketing which can be more suitable for design environment. The study leads to review emergence backgrounds and circumstances of design marketing regarding the disciplinary characteristic of design. Then it examines fundamental concepts of traditional marketing. Next it, based on research results above, suggests the 4Cs as conceptual elements of design marketing which might be fit for design environment. Last it proposes 4C Mix which can be effectively applicable in design development process by restructuring newly suggested conceptual elements synergistically. The study result contributes to several implications in academic and practical perspective. First, it recreates theoretical concept elements of design marketing based on elements of traditional marketing area. Second, it suggests market-oriented framework which can be practically applied in the design development process by designers.

• Biomolecules & Therapeutics
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• v.19 no.1
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• pp.52-58
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• 2011

The inhibitory effect of Chung-Jang-Hwan (C-mix) consisted of Geranium nepalense subsp. thunbergii, Saururus chinensis, and Rubus coreanus were investigated in dextran sulfate sodium (DSS)-induced colitic mice by microarray analysis. Treatment with Cmix improved colitic symptoms, including colon shortening and myeloperoxidase activity. Treatment with DSS alone upregulated the expression levels of inflammation-related genes, including IL-$1\beta$, IL-6, CCL2, CCL4, CCL5, CCL7, CCL8, CCL24, CXCL1, CXCL2, CXCL5, CXCL9 and CXCL10, and other colitis-related genes such as COX-2, PAP, MMP family, S100a8, S100a9 and DEFA1 in mice. However, treatment with C-mix inhibited the expression levels of inflammation-associated genes induced by DSS. The increased expression levels of COX-2 and IL-$1\beta$, representative inflammatory genes, were confirmed by a quantitative realtime polymerase chain reaction analysis. These results indicate that C-mix may ameliorate colitis by the inhibitory regulation of inflammation-associated genes.