• Journal of the Korea Concrete Institute
• /
• v.25 no.3
• /
• pp.321-329
• /
• 2013

Recently, the medium-low level radioactive waste from nuclear power plant must be transported from temporary storage to the final repository. Medium-low level radioactive waste, which is composed mainly of the liquid ion exchange resin, has been consolidated with cementitious material in the plastic or iron container. Since cementitious material is brittle, it would generate cracks by impact load during transportation, signifying leakage of radioactive ray. In order to design the safety transporting equipment, there is a need to check the compressive strength of the current waste. However, because it is impossible to measure strength by direct method due to leakage of radioactive ray, we will estimate the strength indirectly by the dynamic modulus of elasticity. Therefore, it must be identified the relationship between of strength and dynamic modulus of elasticity. According to the waste acceptance criteria, the compressive strength of cement based solid is defined as more than 3.44 MPa (500 psi). Compressive strength of the present solid is likely to be significantly higher than this baseline because of continuous hydration of cement during long period. On this background, we have tried to produce the specimens of the 28 day's compressive strength of 3 to 30 MPa having the same material composition as the solid product for the medium-low level radioactive waste, and analyze the relationship between the strength and the dynamic modulus of elasticity. By controling the addition rates of AE agent, we made the mixture containing the ion exchange resin and showing the target compressive strength (3~30 MPa). The dynamic modulus of elasticity of this mixtures is 4.1~10.2 GPa, about 20 GPa lower in the equivalent compressive strength level than that of ordinary concrete, and increasing the discrepancy according to increase strength. The compressive strength and the dynamic modulus of elasticity show the liner relationship.

• Korean Journal of Agricultural Science
• /
• v.9 no.2
• /
• pp.562-568
• /
• 1982

These studies were carried out to investigate of detection of Fasciola egg from positive cattle faces in the intradermal reaction method by laborsaving composition of sieves and Kim's sedimental tube method. The results obtained are summerized as follows: 1. Detection method of Fasciola eggs was improved by 3 meshes(100mesh, 150mesh, 250mesh) for filtration of fecal fluid contained Fasciola eggs. 2. III type of tube in the 3 kinds of sedimental tube had the highest recovery rate of Fasciola egg. Thus, this type of tube was selected and called as Kim's sedimental tube. 3. A-II, A-III, B-III and C-III type by Kim's sedimental tube method had the recovery rates of eggs in the 1st dropping as ranged 99 to 100% and A-I, B-II, C-I and C-II as 71 to 91%. 4. All types as themselves contained the special aspects. In the these type was useful to determine the results in the urgent cases add to shorten the time of the diagnostic procedures. 5. Kim's sedimental tube method high recovery rate and convenient procedures as compared with other detection methods reported. In addition, through this method can also obatained E. P. C. value. Therefore, it is desirable that Kim's sedimental tube method be recommended by clinicians.

• The Korean Journal of Blood Transfusion
• /
• v.23 no.2
• /
• pp.107-114
• /
• 2012

Background: Leukocyte reduction filters are widely used to prevent transfusion reactions caused by leukocytes in blood components. Commercial filters are not sufficient for removal of leukocytes for prevention of transfusion associated graft-versus-host disease; therefore, irradiation of blood components was performed using expensive equipment. Techniques using an aptamer substituted for antibody have been developed and are available in clinical areas. The purpose of this study is to develop the aptamer filter system and to evaluate its efficiency and the possibility of its clinical application. Methods: Aptamers targeted to CD45 were selected by the Postech Aptamer Initiative. The aptamer filter in which aptamers attached to beads were bound to leukocytes and removed by magnetic field was developed. Filtration of 14 units of leukoreduction-red blood provided by Korean Red Cross Blood Services was performed using aptamer filters. Leukocyte removal rate and red cell recovery rate were evaluated and bacterial culture was performed. Results: After filtration using the aptamer filters, 45.6% of leukocytes were additionally removed and the red cell recovery rate was 92.8%. No growth in the bacterial culture was observed. Conclusion: In order to apply the cell depletion technique utilizing an aptamer to blood filter system, we developed and evaluated the aptamer filter system. Through improvement of the binding efficiency of the aptamer and the filtering process, and application of the various aptamers for other different cells, we suggest that this technique can be applied in the clinical area, such as a substitution for the irradiation process for TAGVHD prevention.

• Korean Journal of Soil Science and Fertilizer
• /
• v.16 no.3
• /
• pp.223-227
• /
• 1983

This study was conducted to investigate the effect of supplement of Zeolite mineral whose C.E.C. is high, on the nutrients content in the compost and changes of compost status during its stacking period in 1982. The results obtained were summarized as follows : 1. By the supplement of Zeolite, the decomposing temperature in the compost was tended to be continued higher rather than that of nonsupplemented plot. 2. The contents of $NH_4-N$, $P_2O_5$, and $SiO_2$ in the compost were conspicuously increased by the supplement of Zeolite, poultry manure and urea etc, during the stacking period. It was considered that the supplement of Zeolite was much effective on the prevention of the waste of nutrients in the compost because the nutrients content was shown much high along with the progress of decomposition. 3. It was accepted to be the effect of Zeolite on shortening the period of compost decomposition and the prevention of the waste of nutrients content because the C/N ratio of the compost plots to supplement with the mixture of poultry manure, urea and Zeolite were 21.7 - 25.0 at 30 days after stacking but its of non-Zeolite treated plots were 21.3 - 24.8 at 60 days after stacking. 4. The C/N ratio in the compost and decrease rate of compost volume at 90 days after stacking was found to be significantly negative correlation.

• Korean Journal of Agricultural Science
• /
• v.30 no.2
• /
• pp.128-138
• /
• 2003

The bacterial density of partially processed horticultural crops in the commercial market was relatively high probably due to improper handing or processing. Between crops, the bacterial density was low in peeled garlic and ranged above $10^8cfu{\cdot}g^{-1}fw$ in other crops. Especially in brake fern, the bacterial density was the highest and non food materials such as packing strips were found. There was difference in the effects of ozone-treated water washing treatment between crops. In root crops such as burdock and lotus root, ozone showed positive effect on preventing discoloration as well as lowing bacterial density resulting in the increase of marketing period. Any positive effect was not found when sliced crops were treated over 5 min at $0.3mg{\cdot}L^{-1}$ of dissolved ozone. In lettuce slices, leaf tissues were severely discolored and rapidly soften at $0.3mg{\cdot}L^{-1}$ for 2 min dipping. Ozone was highly effective on inhibiting bacterium propagation and off-flavor. This effect was more stronger in Fischer ligulariata than brake fern, probably due to the difference of tissue thickness. Results indicated that ozone-treated water washing had a strong potential to improve the market quality of partially processed horticultural crops including dried wild greens and sliced root crops.

• Journal of the Korean Society of Food Science and Nutrition
• /
• v.38 no.10
• /
• pp.1457-1465
• /
• 2009

This study was conducted to analyze the food safety management practices and to provide data that could be used to improve food safety management at kindergarten foodservice establishments in Daegu and Gyeongbuk province. Microbiological hazard analysis was conducted from May to July, 2008 at the four foodservice establishments. A total (20 items) of foodservice facilities, cooking utensils, and equipment were tested about total plate counts, coliforms, E. coli, Staphylococcus aureus, Salmonella spp., and Listeria monocytogenes. The microbiological detected levels were higher than the critical limits for prepreparing and cooking knives, chopping boards, working tables (both prepreparing and cooking), refrigerator (inside wall), bart, basket, and tray. E. coli, Salmonella spp., and Listeria monocytogens were not detected in any samples. However, Staphylococcus aureus were detected in rubber gloves for cooking and trench in the bottom at one foodservice establishment. In conclusion, these results suggest that a prerequisite programs guideline should be provided to improve the food safety levels at kindergarten foodservice establishments and the foodservice manager must maintain proper food safety technique for foodservice facilities, cooking utensils, and equipment at kindergarten foodservice establishments to prevent cross-contamination and spread of foodborne pathogens.

• Journal of the Korea Concrete Institute
• /
• v.17 no.5 s.89
• /
• pp.769-774
• /
• 2005

Fluosilicic acid(H2SiF6) is recovered as an aqueous solution which absorbs $SiF_4$ produced from the manufacturing of industrial-graded H3PO4 or HF. Generally, fluosilicates are the salts produced by the reaction of H2SiF6 and metal salts. Addition of fluosilicates to cement endows odd properties through unique chemical reaction with the fresh and hardened cement. This study was performed to know mechanical properties and watertightness using fluosilicates based composite made from fluosilicates and other compounds. Mix proportions for experiments were modulated at 0.45 of water to cement ratio and $0.0-2.0\%$ of adding ratio of fluosilicates based composite. Evaluation for mechanical properties of concrete was conducted to know fresh state of concrete, hardening state of concrete, and watertightness. Evaluation for watertightness of concrete was carried out permeability, absorption test and porosity analysis. In addition. Scanning Electron Microscopy(SEM) and Energy Dispersive X-Ray(EDX) used for investigating micro-structure and atomic component distributed in hardened concrete. It is ascertained that characteristics of mechanical properties and watertightness was more improved than non-added because of packing role of fluosilicates based composite and pozzolanic reaction of soluble $SiO_2$. Also, concrete added fluosilicates based composite had a tendency to delay setting time and only $0.5\%$ addition of fluosilicates based composite delayed 150 minutes compared with non-added.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.21 no.11
• /
• pp.37-43
• /
• 2020

The seismic reinforcement ratio of SOC facilities, such as domestic roads and railroads, is 96%. Out of approximately 7 million buildings as of 2016, only 0.51 million buildings with seismic performance were secured. Although the proportion of masonry structures is 38.8% of the total buildings, there is almost no seismic resistance, only 2.0%. To solve the problem in Korea, government-level seismic measures are being promoted, but the situation is insufficient. Overseas, the UBC research team in Vancouver, Canada, has developed and used EDCC to reinforce the seismic performance of masonry buildings. EDCC is a construction material that can secure concrete ductility capability by mixing fibers and secure deformation resistance of concrete through bridging action. It is necessary to examine various materials because EDCC is not used as a spray type of secure seismic reinforcement. In this study, as part of the research and development of spraying materials to improve the durability of masonry buildings, this study examined the spraying characteristics of fiber-reinforced mortar according to fiber use and the viscosity change according to the use of thickener. As a result, the working performance of the fiber-reinforced mortar for seismic reinforcement was improved when using 1% fiber and 1% thickener.

• Journal of the Korea Concrete Institute
• /
• v.18 no.5 s.95
• /
• pp.631-637
• /
• 2006

In this study, fundamental properties such as fresh and hardened performance of concrete mix(specification : 25-24-18) added fluorine-silicate hybrid based crack reducing agent(FS) were measured. Addition of FS ranged from 0.5% to 2.0% at intervals 0.5% based on cement weight. Adequate dosage(0.5%) of FS derived from basic properties measurements applied and compared resistance for shrinkage crack. The permeability of concrete in the absence(24-S-0.0) and presence(24-S-0.5) of evaluated at a mock-up sized concrete. Concrete added FS improved resistance for shrinkage crack and consequently crack number, length and area decreased to $50{\sim}74.4%$ compared non-added. As well, by the addition of FS, the resistance for permeability and penetration depth to concrete surface region increased 67% and 40%, respectively. Therefore it was confirmed that shrinkage crack resistance and permeability of concrete could be improved by the addition of FS.

• Journal of the Korea Concrete Institute
• /
• v.27 no.3
• /
• pp.291-298
• /
• 2015

In this paper, a bundled diagonal reinforcement using high performance steel fiber was proposed to enhance the construct ability and seismic performance. Experiments of coupling beam was composed of four specimens and the hysteretic behavior evaluated for reverse cyclic loading to specimens using high performance steel fiber. The main variables of the experiment is a amount of stirrup and bundled reinforcement, depending on whether the mix of steel fiber. Specimen which criteria was applied 100% of stirrup and bundled diagonal reinforcement of ACI318 criteria. With this, by appling same diagonal reinforcement, two specimens were created by adjusting stirrup of 75%, 50%. So, a total of four specimens were produced. When coupling beam was placed concrete, this experiment was mixed in a content of steel fiber 1%. All the specimens were produced by aspect ratio 3.5(l/h=1050/300) to a half-scale. In this result, two specimens as reduced to stirrup of 75%, 50% was no significant difference in the strength, stiffness and energy dissipation capacity, respectively compared to the stirrup of 100%.