• Journal of the Korea Institute of Building Construction
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• v.15 no.5
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• pp.457-464
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• 2015

The alternative material for cement has been attracting attention in construction projects. Especially, the alkali activated slag(hereafter, AAS) concrete is able to use for a structural vertical member because of 40MPa of compressive strength, However, the research about time-dependent deformation such as creep which is important to strength member is insufficient. Therefore, in this study, experiments were performed with respect to time-dependent deformation including the drying shrinkage and creep deformation of AAS concrete. The creep deformed ratio of AAS concrete was more than OPC concrete by approximately 4.3% and the dry shrinkage deformation of AAS concrete was more than OPC concrete by approximately 69%. The large amount of sodium silicate, alkali activator, is added causing temperature crack than promoted drying and drying creep which is confirmed by water ration test and SEM.

• Proceedings of the Plant Resources Society of Korea Conference
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• 2018.04a
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• pp.84-84
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• 2018

인공재배 매실나무겨우살이의 의약 화장품의 소재 및 산업화 가능성을 검토하기 위해 80% 에탄올 및 증류수 초음파추출물의 Tyrosinase 저해활성을 측정하였다. 인공재배한 매실나무겨우살이(PM, 동결건조) 및 자연산 굴참나무겨우살이(QM, 열풍건조, $30^{\circ}C$, 7day)의 80% 에탄올, 증류수 초음파추출물에 대한 tyrosinase 저해활성을 측정한 결과, 물 추출물의 경우 100 ppm의 농도에서 PM과 QM 모두 5분이 경과 하였을 때 PM은 88.37%, QM은 87.69%로 최대치를 나타내었고, 농도와 시간이 증가함에 따라 tyrosinase 저해활성이 감소하는 경향을 보여주었다. PM 80% 에탄올 추출물은 5분이 경과하였을 때 2,500ppm이 92.08%로 최대값을 보여주었고 이후 시간이 지남에 따라 저해활성이 감소되는 경향을 나타내었다. 반면 5,000ppm은 5분이 경과하였을 때 66.38%로 최소값을 나타낸 반면, 20분까지 저해활성이 증가하였고 10분이 경과한 이후로 거의 일정하게 유지되어 지속적으로 감소되는 1,000ppm보다 높은 저해효과를 보여 주었다. QM 80% 에탄올 추출물은 5분이 경과하였을 때 1,000ppm이 88.14%로 가장 높았고 5,000ppm은 63.49%로 가장 낮은 저해활성을 보여주었다. 15분까지 1,000ppm이 가장 높은 저해활성을 보여주었으나 꾸준히 감소한 반면, 2,500ppm의 경우 시간이 경과함에 따라 비교적 일정한 저해활성을 보여주어 15분이 경과한 이후로 2,500ppm의 저해활성이 가장 높게 나타났다. 25분이 경과하였을 때 2,500ppm은 70.27%로 가장 높은 저해활성을 나타내었고, 5,000ppm은 30.09%로 가장 낮은 저해활성을 보여주었다. 본 연구 결과에 따르면, 물 추출물의 경우 겨우살이의 농도가 낮을수록 더 높은 tyrosinase 저해활성을 나타내었고, 80% 에탄올 추출물의 경우 2,500ppm에서 가장 높은 저해활성을 나타내어 의약 화장품의 소재 및 산업화 가능성이 높음을 확인할 수 있었다.

• Journal of Bio-Environment Control
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• v.24 no.1
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• pp.13-20
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• 2015

This study was conducted to evaluate influence of short-term application of abscisic acid (ABA) in nutrient solution on growth and drought tolerance of tomato seedlings. The treatments included four ABA concentrations (0.5, 1, 2, $3mg{\cdot}L^{-1}$) and control (non-treatment) were applied to the nutrient solution in a hydroponic system. On the $5^{th}$ and $10^{th}$ day after growing in the nutrient solution containing ABA, seedlings were transferred to -5 bars of PEG-8000 in a growth chamber to induce water stress. Except for stem diameter and fresh and dry weight of root, there were no statistical differences in other growth parameters among control, 0.5 and $1mg{\cdot}L^{-1}$ of ABA treatments. Seedlings growths were strongly inhibited in nutrient solution containing 2 and $3mg{\cdot}L^{-1}$ of ABA. The root growth such as fresh and dry weigh of root, total root surface area, and average root diameter was slightly enhanced in $1mg{\cdot}L^{-1}$ of ABA treatment. The elevation of ABA concentrations in nutrient solution resulted in the decrease in transpiration rate and increase in stomatal diffusive resistance and leaf temperature of tomato seedlings. The initiations of seedling wilting after treating in -5 bars of PEG were delayed from 10 hrs in control to 30 hrs in ABA applied treatments. Additionally, the high percentages of recovered seedlings were observed in 0.5 and $1mg{\cdot}L^{-1}$ of ABA treatments after re-irrigation. Therefore, short-term application of $1mg{\cdot}L^{-1}$ of ABA in the nutrient solution stimulated the root growth and drought tolerance of tomato seedlings by delaying the start time of wilting point and enhancing the recovery after re-irrigation.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.4
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• pp.296-302
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• 2016

Studies aimed at reducing the occurrence of cracks by the shrinkage of concrete are in demand because the repair and reinforcement for cracks caused by declining concrete durability costs the user to maintain the concrete structure. In particular, in underground power facilities for power transmission, the cost is a heavy burden to repair and reinforce. For this reason, underground power facilities demanded effective methods for crack reduction at the engineering design step. This study, as a part of the development of shrinkage reducing agent for low shrinkage concrete on underground power facilities, investigated TEA to complement the shrinkage reducing agent to improve the early strength of concrete. In the case of TEA 3% as a shrinkage reducing agent, the early strength was improved significantly, and the shrinkage reducing effect was excellent. In addition, TEA 3.0 % and the shrinkage reducing agent 2.0 % showed excellent shrinkage property and compressive strength. On the other hand, more study of shrinkage reducing materials, including performance reviews on the shrinkage reducing materials with variable factors and type of materials, will be needed to generalize these results.

• KOREAN JOURNAL OF CROP SCIENCE
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• v.25 no.2
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• pp.64-67
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• 1980

Field experiments were conducted to determine the optimum harvesting time and to evaluate the effect of Diquat spray in late seeded sesame, cultivar 'Suweon 9'. Sesame seed yield reached a plateau from Sept. 18 harvest when seed number was maximum. Thousand seed wt. increased to Sept. 29 harvest. As harvesting was delayed moisture content of capsule decreased and capsule dehiscence increased. Capsule dehiscence did not start until its moisture content dropped below 70%. Optimum harvesting might begin from the time which moisture content of capsule dropped below 70%, leaf senescence reached upper node, and 50% of capsules lost green. About 5% increase in seed weight after defoliation was estimated to be translocation from capsule wall. Diquat spray with 0.3% and 0.5% (v/v) solution of commercial Reglone (20%in A.I.) decreased rapidly capsule moisture content and promoted seed shattering. Dehiscence in 90% capsules was noted at seven days after Diquat spray. Diquat spray as a harvest aid could accelerate sesame desiccation up to 2 wks from normal field condition.

• Proceedings of the Korea Concrete Institute Conference
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• 2009.05a
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• pp.545-546
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• 2009

This study was performed to prove the possibility of utilizing short plastic fibers made for recycled polyethylene terephthalate (RPET) as a structural material. To measure of crack control capacity, restrained drying shrinkage cracking test was performed. In order to verify the capacity of RPET fiber, it was compared with poly propylene (PP) fiber, most widely used short synthetic fiber, for fiber volume fraction of 0%, 0.5%, 0.75%, and 1.0%.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2003.11a
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• pp.1013-1017
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• 2003

선박의 진동문제는 고출력 엔진의 채용과 고속화 및 전문화가 되면서 구조의 최적화에 따른 경향화 설계 및 각종 주요 기진원들이 다양화됨에 따라 새로운 진동문제가 많이 발생하게 되었으며 특히 최근 중소형 조선에서 건조중인 특수한 선박들의 경우 비교적 대용량의 출력을 가진 엔진과 긴 추진 축계 시스템 등으로 인하여 과도진동의 발생가능성이 커지고 있다 본 연구에서는 Supply Ship의 시운전 중에 발생한 상부구조물의 과도진동 현상의 원인을 분석하기 위해 다양한 운항 조건에서의 실선 진동 계측 및 분석을 수행하였으며 이를 바탕으로 효과적인 대책방안을 강구하기 위하여 구조의 진동특성 검토 및 진동해석을 수행하였다. 피리고 제시된 진동저감 대책이 적용된 후에 재 시운전시 진동 계측을 수행하여 대책 안의 유용성을 확인하였다.

• Water for future
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• v.29 no.6
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• pp.179-188
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• 1996

The chronical sequences of daily precipitation are of great practical importance in the planning and operational processes of water resources system. A sequence of days with alternate dry day and wet day can be generated by two state Markov chain model that establish the subsequent daily state as wet or dry by previously calculated vconditional probabilities depending on the state of previous day. In this study, a synthetic generation model for obtaining the daily precipitation series is presented by classifying the precipitation amount in wet days into multi-states. To apply multi-state Markov chain model, the daily precipitation amounts for wet day are rearranged by grouping into thirty states with intervals for each state. Conditional probabilities as transition probability matrix are estimated from the computational scheme for stepping from the precipitation on one day to that on the following day. Statistical comparisons were made between the historical and synthesized chracteristics of daily precipitation series. From the results, it is shown that the proposed method is available to generate and simulate the daily precipitation series with fair accuracy and conserve the general statistical properties of historical precipitation series.

• Journal of the Korea Concrete Institute
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• v.13 no.3
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• pp.206-212
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• 2001

The purpose of this experimental study was to investigate the material properties of concrete surface preparator with inorganic composite, which was modified with plaster and admixture. A series of experiment were conducted to appraise the properties according to KS F 4716. The experimental results were as follows ; When the concrete surface preparator with inorganic composite was used, the hair crack and split, due to early drying shrinkage, was little. So it is superior to concrete surface preparator with cement paste plaster The bonding strength of concrete surface preparator with inorganic composite increased about 60% compared to that of concrete surface preparator with cement paste plaster. The workability of surface flatness and finishing was superior compared to that of existing concrete surface preparator. All specifications on concrete surface preparator were satisfied in the series of this experiments. Therefore, the concrete surface preparator with inorganic composite might be satisfactory applied in field due to its superior material properties.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.16 no.6
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• pp.4298-4307
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• 2015

The expenses of maintenance and reinforcement for aged concrete structures are significantly on the increase as their durability and general performance has been naturally degraded. Due to this reason, interests on concrete crack reduction technology are growing but more researches are required to fulfill such fast growing demands. Particularly in the underground power facilities, it is difficult to maintain the quality of aging concrete spheres for underground power as their deterioration caused by long-term operation is on-going. In recent years, many studies have been made to overcome the issues and now it is determined that the shrinkage reducing technology which can dramatically reduce the crack at the design stage is one of the most effective solutions. In this study, the test investigated fundamental propertiesof concrete using various shrinkage reducing materials to develop low shrinkage mortar. According to results of experimental study, for mortar and concrete, glycol based material showed excellent shrinkage property and compressive strength. For the later study to generic application of the shrinkage reducing materials, performance reviews on the shrinkage reducing materials with variable factors and various materials such as changes in the amount and type of materials should be followed.