• 한국도로학회논문집
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• 제17권3호
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• pp.27-33
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• 2015

PURPOSES : To ensure appropriate RCC properties with sufficient strength development and workability, it is necessary to secure a proper level of consistency. It is also necessary to secure maximum dry density, which is an important factor for increasing the interaction of aggregate interlocking, leading to an augmentation of RCC strength. On the other hand, the dry density of RCC can be changed owing to the compaction conditions, water content, and particle size distribution. A Proctor test and a modified Proctor test were used for determining the optimum water content needed to achieve maximum dry density with different amounts of compaction energy. A Vebe test, on the other hand, was used for checking the level of consistency, which is important for producing a workable mixture. METHODS : To confirm the degree of compaction at various particle sizes, RCC mixtures with different sand/aggregate ratios were evaluated. The Proctor test and modified Proctor test were applied to these mixtures to check the effect of the aggregate gradation and compaction energy on the maximum dry density and optimum water content. During each test, three specimens were produced for all types of water content under each aggregate gradation. A compaction curve and the optimum water content and maximum dry density for each aggregate gradation were then obtained for both tests. The range of water content for the appropriate consistency of each aggregate gradation was determined through a Vebe test. The optimum water content was then evaluated based on this range. RESULTS : The compaction test results show that the modified Proctor test provides a higher maximum dry density and lower optimum water content compared with the standard Proctor test. For the modified Proctor test, two cases of aggregate gradation (s/a = 30% and 70%) had the optimum water contents outside of the appropriate water content range. For the standard Proctor test, on the other hand, none of aggregate gradations provided the optimum water content within the desired range. CONCLUSIONS : The modified Proctor test should be used for an RCC mixture design because it can provide adequacy between maximum dry density and consistency. Moreover, the compaction roller has become highly developed for higher compaction energy.

• 조명전기설비학회논문지
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• 제24권10호
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• pp.136-142
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• 2010

In this paper, we changed $SF_6$ insulation gases used already in the GIB(Gas Insulated Bus, gas insulated busbar) of switching appliances of power grid 170[kV] GIS(Gas Insulated Switchgear, Gas Insulated Switchgear) with green insulation dry air gases and studied dielectric breakdown voltage characteristics by the AC voltage withstand test. Withstand test AC voltage applied to the standard KEPCO's 170[kV] GIB with dry air insulation and and the equivalent of dry air and $SF_6$ gas were examined. Breakdown voltage of dry air, using an expression of the experiments were calculated and AC Withstand criterion of dry air insulation for the AC voltage test was derived. Using the criterion, dry air gases can be used instead of the $SF_6$ gas was confirmed in the factory acceptance test at 170[kV] GIB.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.111-120
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• 2006

Opening size of 3 types of geotextile were tested using dry and wet sieving methods to evaluate characteristics of test methods and to compare the test results. Judging from test results, dry sieving method is a poor test, having many problems causing many errors but a simple-quick test. Wet sieving method is a very specific test avoiding many of the problems of dry sieving such as electrostatic charges, trapping in the geotextiles and so on. However, one of wet sieving tests, KSK ISO12956, takes long time to complete a test and is too strict to handle loss of granular material. Generally, opening size of a geotextile by wet sieving test is smaller than that of dry sieving test. Especially, opening size by KSF 2126 which is one of wet sieving test but disused at present anymore is similar or smaller than that by KSK ISO12956 method.

• 한국전기전자재료학회논문지
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• 제23권10호
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• pp.804-808
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• 2010

In this paper, we studied the dielectric breakdown voltage characteristics by the AC withstand voltage test on using green insulation dry air instead of $SF_6$ insulation gas used in the GIB (gas insulated bus) of 362 kV GIS (gas insulated switchgear). The AC withstand voltage test applied to the standard KEPCO's 362 kV GIB with dry air insulation, and the equivalence of dielectric breakdown voltage for dry air and $SF_6$ gas were examined, and the empirical formulas of dielectric breakdown voltage for dry air were calculated, and the criterion of AC withstand voltage test for dry air insulation was derived. Using the criterion, dry air can be used instead of $SF_6$ gas for 362 kV GIB in the factory acceptance test was confirmed.

• 한국산학기술학회논문지
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• 제11권10호
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• pp.3988-3997
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• 2010

숏크리트 공법은 공기압으로 콘크리트를 대상 면에 뿜어 붙이는 방법으로, 주로 터널 및 지하구조물의 1차 지보재, 경사면 보호에 사용되며, 최근에는 구조물 유지보수 등에도 적용되고 있다. 특히, 건식방법(Dry-Mix Process)은 습식방법(Wet-Mix Process)에 비해 소형장비가 요구되고 청소 및 유지관리가 용이하고 속경성 재료의 사용이 가능함으로 건식방법이 구조물 보수에 경제적이며 적합하다. 건식 숏크리트의 품질관리는 주로 코아시편을 이용한 압축강도로 규정되어있으나, 이 방법은 코아 시편을 얻는데 많은 어려움을 내포하고 있으며, 특히 속경성 보수재료의 조기강도 평가는 그 어려움을 더 크다. 따라서, 본 연구에서는 속경성 시멘트를 이용하여 초속경 건식 숏크리트의 조기강도를 평가하기 위해 정방형 시험편 압축강도시험, 코아 압축강도시험, 인발시험, 성숙도시험을 실시하여 이들의 상관성을 분석하였다. 코아 압축강도, 정방형 시편 압축강도, 인발시험으로부터 추정된 압축강도 실험결과를 상관성 분석한 결과 모두 90%이상의 높은 상관성이 나타났다.

• 한국지반공학회논문집
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• 제23권2호
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• pp.19-27
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• 2007

본 연구에서는 한국산업규격에서 제안하고 있는 건식방법과 습식방법을 이용하여 국내 플라스틱배수재 필터로 가장 많이 사용하는 토목섬유 3종류의 유효구멍크기를 평가하고, 시험 수행 과정에서 나타난 각 시험 방법의 특징과 시험 결과를 비교 분석하였다. 시험 결과에 의하면, 건식방법은 신속하고 간단한 시험방법이지만 상대적으로 많은 오차가 발생하는 등 좋지 않은 방법으로 나타났다. 반면에, 습식방법은 정전기 발생이나 섬유 내의 갇힘 현상 등 건식방법에서 나타나는 많은 오차를 줄일 수 있는 방법으로 판단되었다. 그러나 습식방법의 한 방법인 KS K ISO 12956의 경우, 시험에 오랜 시간이 소요되며 시험 중 사용 흙의 손실에 대한 기준이 매우 까다로운 것으로 나타났다. 일반적으로 습식방법으로 구한 토목섬유의 유효구멍크기는 건식방법으로 구한 유효구멍크기보다 작은 것으로 나타났으며, 특히 현재 사용하지 않는 방법인 수리동역학적인 방법 KS F 2126로 구한 유효구멍크기는 KS K ISO 12956방법으로 구한 유효구멍크기와 비슷하거나 작은 것으로 나타났다.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2010년도 춘계학술대회 논문집
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• pp.521-522
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• 2010

• Structural Engineering and Mechanics
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• 제65권2호
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• pp.203-211
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• 2018

This paper introduces the development process of NCC(New Concrete Cutting) system and analyzes first verification test. Based on the first verification test results, some problems of NCC system have been newly modified. We carry out the second verification test. We tried to verify cutting performance and dust control efficiency of NCC system through the cutting test of concrete bridge piers. In particular, this verification test strives to solve the problem of concrete dust, which is the biggest problem of dry cutting method. The remaining dust problems in cutting section tried to solve through this verification test. This verification test of the NCC system shows that the dust problem of dry cutting method is closely controlled and solved. In conclusion, the proposed NCC method is superior to the dry cutting method in all aspects, including cutting performance, dust vacuum efficiency and cooling effect. The proposed NCC system is believed to be able to provide eco-friendly cutting technology to various industries, such as the removal of the SOC structures and the dismantling of nuclear plants, which have recently become a hot issue in the field of concrete cutting.

• 한국안광학회지
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• 제6권2호
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• pp.161-164
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• 2001

건안은 콘택트렌즈를 착용하는 대부분의 환자에게서 쉽게 나타날 수 있으며 방치해 두면 누액의 안정성이 줄어들고 누액의 찌꺼기, 점액이 점점 증가하면서 각막 얼룩이 형성되어 눈에 충혈, 건조감 등을 동반할 수 있다. 본 연구에서는 51명의 성인 남녀를 대상으로 건성안을 판단하기 위해 Schirmer test, TBUT, 순목 횟수 등을 조사하였다. 건성안 검사 방법 중 순목 횟수는 1분에 평균 19회였고 Schirmer test의 평균은 5분에 25mm이였으며, TBUT는 평균 7.1초로 나타났다. 이런 결과로 TBUT 검사치가 낮으면 순목 횟수가 증가하는 것으로 나타났다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 봄 학술발표회 논문집
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• pp.357-364
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• 1999

The purpose of this study is to analysis the grain distribution and compaction characteristics of structural backfill with reclaimed soil. Five(5) reclaimed soil samples which passed #200 sieve have been used in the test. The study showed that the maximum dry density and the bearing value rate turned out to be becoming smaller when the more the quantity passed #200 sieve, the smaller the soil grain. The maximum dry density value calculated from the compaction md relative density test showed wet method > compaction method > dry method. The correlation coefficient between Rc and Dr based on the grain distribution and the compaction characteristics showed that the maximum dry density value by the wet method is little higher than the compaction method and dry method.