• Magazine of the Korea Concrete Institute
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• v.10 no.2
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• pp.50-64
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• 1998

• Magazine of the Korea Concrete Institute
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• v.12 no.4
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• pp.68-76
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• 2000

• Journal of the Korean Recycled Construction Resources Institute
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• v.6 no.2
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• pp.89-96
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• 2011

In this study, increasing the range of replacement rate of FA with concrete properties were analyzed to provide basic data of FA replacement 0-40 % and curing temperature $5-35^{\circ}C$ range. As a result of the increased fluidity in proportion to the increase in FA, but decreased air. Setting time delayed at replacement rate increases and low temperature, simple insulation temperature history of the FA up to 40 % replacement rate increases the maximum temperature was low $8^{\circ}C$, the highest temperature reaching time delay of 13 hours. FA replacement up stream of the curing temperature, compressive strength compared to the higher plane, it was found that improved strength development. In carbonation tests with increasing the replacement ratio of FA carbonation depth was increased. Therefore, continued research on carbonation measures was to be necessary.

• Proceedings of the Korean Vacuum Society Conference
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• 2012.08a
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• pp.435-435
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• 2012

ITER를 비롯한 실증로나 상용로급 토카막에서는 중성빔 가열이나 전류구동을 위해 1MeV이상의 빔 에너지가 요구된다. 빔 출력이 가속전압의 5/2승에 비례함에도 불구하고 양이온 빔의 경우 에너지가 높아지면 빔의 중성화 효율이 급격히 감소하여 ITER NBI의 경우 양이온 빔의 중성화 효율은 0%에 가깝다. 한편 음이온 빔은 1MeV 이상의 에너지영역에서도 빔 에너지와 거의 무관하게 60% 정도의 중성화 효율을 갖는다. 따라서 ITER는 음이온 빔을 바탕으로 한 중성빔 가열장치(N-NBI)를 채택하고 있다. 우리나라의 핵융합연구가 핵융합 발전을 지향하는한 N-NBI에 대한 연구를 시작해야 하며 그 출발점으로 음이온원 개념설계를 시작하였다. 개념설계는 음이온원 개발과정을 통해 1) 음이온 생성원리 규명, 2) 음 이온원 핵심기술 확보, 3) 음이온 및 음이온 빔 관련 진단 등을 연구할 수 있는 축소규모의 proto-type 음이온원 개발을 목표로 하였다. 음이온원 개발은, 초기에는 KAERI NB test stand 및 KAERI 이온원의 플라즈마 버켓을 활용하기 위해 filament-arc type으로 시작하지만 어느정도 기반이 확립되면 플라즈마 버켓의 electron dump를 제거하고 그 자리에 RF driver를 장착하여 궁극적으로 RF 음이온원을 개발할 계획이다. 본 학회에 발표하는 포스터는 filament-arc type 음이온원에 대한 개념설계이다. 설계된 음이온원은 Tent-type 자장필터를 장착하며, 0.5A의 수소 음이온빔 인출을 목표로 하고 있다. 이를 위해 플라즈마 버켓, 세슘 공급시스템, bias plate, 플라즈마 그리드, electron deflection 자석이 설치된 인출 그리드, 접지 그리드 등에 대한 개념설계가 이루어 졌다. 이 외에도 음이온원 전원과 진단 시스템에 대해서도 논의하였다.

• Journal of the Korea Concrete Institute
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• v.19 no.6
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• pp.701-706
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• 2007

This study evaluated the durability of high-performance shotcrete mixed in the proper proportions using alkali-free and cement mineral accelerators as a permanent support that maintains its strength for the long term. Durability tests were performed the chloride permeability, repeated freezing and thawing, accelerated carbonation, and the effects of salt environments. Test results showed that all the shotcrete mixes included silica fume had low permeability. In addition, after 300 freeze/thaw cycles, the shotcrete mix had excellent freeze/thaw resistance more than the 85% relative dynamic modulus of elasticity. The accelerated carbonation test results were no effect of accelerator type but, the depth of carbonation was greater in the shotcrete mix containing silica fume. No damage was seen in a salt environments. Therefore, the high performance shotcrete mix proportions used in this study showed excellent durability.

• Journal of Veterinary Clinics
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• v.30 no.1
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• pp.53-56
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• 2013

A 10-year-old spayed female Pekinese dog was referred to veterinary medical teaching hospital of Chonbuk National University with signs of dysuria, abdominal distension, and hematuria. Abdominal radiography revealed a large oval soft tissue mass in cranial abdomen, which was a fluid filled cyst containing a round mass by ultrasonography. Exploratory laparatomy found a 4 cm cyst containing reddish brown fluid and a 1.5 cm small round mass attached to the wall. Cytological impression of the imprint smears of the resected mass were highly malignant adenocarcinoma, which was confirmed by histopathology of the mass and the cyst. After the surgery the patient recovered uneventfully and discharged. The tumor recurred about one year after surgery, and second surgery performed at the owner's request. However the tumor recurred in two months with metastatic disease in the lung and the dog survived three more months after surgery.

• Journal of the Korea Concrete Institute
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• v.18 no.5 s.95
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• pp.667-675
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• 2006

Concrete is much more easily damaged by various parameters than by the only one and performance reducing mechanism grows more complicated in that condition. In addition, the factors which really act in concrete structure tend to be activated in turn and the degradation of concrete is very rapidly progressed. The purpose of this study is to evaluate the properties of polymer cement mortars under combined cures. The polymer cement mortars are prepared with various polymer types, polymer-cement ratios and cement-fine aggregate ratio, and tested for compressive and flexural strengths, accelerated carbonation, chloride ion penetration and acid resistance test, and freezing-thawing test. The properties of polymer cement mortars under combined cures is discussed. From the test results, polymer cement mortars have superior strengths compared with plain cement mortar under combined cures. The strengths of polymer cement mortars are markedly increased at curing condition II and V, however strengths are not improved at curing condition I and IV irregardless of polymer types. The carbonation and chloride ion penetration depths of polymer cement mortars tend to decrease in curing conditions, III-C, IV-B, V-A order, and decrease with increasing polymer cement ratios. It is concluded that polymer cement ratio of 10 to 15% are considered optimum for the preparation of such polymer cement mortars.

• Journal of the Korea Concrete Institute
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• v.14 no.2
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• pp.164-170
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• 2002

Effect of the polymer-binder ratio and slag content on the properties of combined wet/dry-cured polymer-modified mortars using granulated blast-furnace slag are examined. Results shows that the flexural and compressive strengths of polymer-modified mortar using the slag tend to increase with increasing slag content, and reaches a maximum at a slag content of 40 ％, and is inclined to increase with increasing polymer-binder ratio. Water absorption, carbonation depth and chloride ion penetration depth tend to decrease with increasing polymer-binder ratio and slag content. Accordingly, the incorporation of slag into polymer-modified mortars at a slag content of 40％ is recommended for a combined wet/dry curing regardless of the types of polymer.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.409-412
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• 2008

There are many methods to improve the performance of concrete. Especially, admixture materials used in concrete as the replacement materials of cement, could fluidity, strength and durability of concrete. So recently, the terminology "High-Performance Concrete(HPC)" has been introduced into the construction industry. Most hige-performance concrete have a high cementitious content and a low water-cementitious material ratio. The proportions of the individual constituent vary depending on lacal preferences and local materials. Therefore, many trial batches are usually necessary before a successful mix is developed. The objective of this experiments is to investigate the fundamental properties of high performance concrete based binary cimentitious materials such as ordinary portland cement and ground granulated blast furnace slag. In this study, Use granulated blast furnace slag (30%, 45%, 60%) and water cementitious content (26%, 30%, 34%) take the gauge of capacity that strength, carbonation and XRD, X-Ray Diffraction test

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.593-596
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• 2008

Domestic area of most be happened chloride deicer damage. Because daily mean temperature is below 0$^{\circ}C$ from the area of domestic most. Use of deicing chemicals has been and will continue to be a major part of concrete structure in the highway. Chloride-containing chemicals such as calcium chloride or rock salt are main deicers for the road. Extensive use of chloride deicers is, however, not only the source of substantial cost penalties due to their corrosive action and ability to deterioration roadway surface materials but also the source of environmental damages. Chloride-containing chemicals such as calcium chloride or rock salt are main deicers for the road. Extensive use of chloride deicers is, however, not only the source of substantial cost penalties due to their corrosive action and ability to deterioration roadway surface materials but also the source of environmental damages. In this study, Use of deicing chemicals has been and will continue to be a major part of highway freeze-thaw durability and carbonation of concrete surface protecting materials