• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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• pp.751-754
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• 2004

There are many factors that affect on the flowing properties of high flowing concrete(HFC), which are fluidity, compactibility, non-segregation ability and fillingability. And because the aggregate which is one of the factors occupies high volume in concrete, it has a much effect on the properties of high flowing concrete according to its size, quality and quantity etc. This is an experimental study to analyze the effect of admixture and volume of coarse aggregate in concrete on the flowing properties of high flowing concrete. For this purpose, the kinds of admixture are fly-ash and blast furnace slag. Also volume of coarse aggregate in concrete are 280, 290, 300, 310, 320 $(\ell/m^3)$. The test of flowablity properties is slump-flow, Air content, V-lot, L-Flow. According to test results, it was found that the compactibility of HFC is more superior to use blast furnace slag than other, and according .to kind of admixture, most compatible volume of coarse are different. Also when used blast furnace slag, the volume of coarse are increased than used fly-ash.

• Computers and Concrete
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• 제31권6호
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• pp.545-559
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• 2023

In this study, an experimental investigation was conducted to assess the influence of ground granulated blast furnace slag (GGBS) and silica fume (SF) on the fresh and hardened properties of grout specimens and preplaced aggregate concrete (PAC). Grout proportions were optimized statistically using a factorial design and were applied to 10 mm and 20 mm coarse aggregates to produce PAC. The results demonstrate that GGBS has a more significant effect on the compressive strength of grout compared to SF, with a small increase or decrease in the GGBS content having a greater influence on the compressive strength of grout than SF. The water to binder ratio had the most significant effect on the compressive strength of PAC, followed by the coarse aggregate size and sand to binder ratio. An empirical relationship to predict the compressive strength of PAC was proposed through an experimentally derived factorial design along with a statistical analysis of collectively obtained data and a deep literature review. The results predicted by the empirical relationship were in good agreement with those of PAC produced for verification.

• 한국정보통신학회:학술대회논문집
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• 한국해양정보통신학회 2009년도 춘계학술대회
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• pp.473-476
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• 2009

차세대 무선랜 표준인 IEEE 802.11n에서는 MAC 계층에서의 처리율을 향상시키기 위해서 프레임 집약 (Frame Aggregation) 기법을 제안하고 있다. IEEE 802.11n의 프레임 집약 기법은 MSDU(MAC Service Data Unit) 단위의 집약 기법 (Aggregate MSDU: A-MSDU)과 MPDU (MAC Protocol Data Unit) 단위의 집약 기법 (Aggregate MPDU: A-MPDU)의 두 가지 기법을 제안하고 있다. 본 논문에서는 A-MSDU와 A-MPDU를 결합한 2단계 프레임 집약 (Two-Level Frame Aggregation) 기법의 성능을 분석한다. 성능 분석을 위해 마르코브 체인에 기반하여 2단계 프레임 집약 기법의 처리율을 모델링한 뒤 이를 이용하여 노드의 수와 채널 상태 등에 따른 프레임 집약 기법의 처리율 변화 추이를 분석한다. 그리고 분석 결과에 기반하여 최적의 프레임 집약 기법을 설계하기 위한 방법을 제시한다.

• 한국건축시공학회지
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• 제15권6호
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• pp.561-567
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• 2015

본 연구는 순환골재의 품질을 개선시키기 위해 pH 10.2의 알칼리성을 띄고 있는 입경 5nm~60nm 정도의 40% 콜로이달 실리카 수용액을 사용하고, 4가지 표면처리방법을 적용하여 순환골재의 품질 향상 시험을 하였다. 순환골재의 품질시험은 비중, 흡수율, 기공률, 계면특성, 그리고 압축 및 인장시험을 하였다. 100kpa의 일정 압력하에서 콜로이달 실리카 수용액이 표면에 도포되고 $60^{\circ}C$에서 건조됨으로써 콜로이달 실리카 용액이 순환골재의 시멘트 모르타르의 표면을 일정한 두께로 효과적으로 코팅되었다. 4가지 표면처리 방법 중 Method C에 의한 표면처리방법이 순환골재의 품질을 효과적으로 개선시켰으며, 그로인해 순환골재콘크리트의 압축강도 및 인장강도 향상에 영향을 미친 것으로 판단된다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.533-536
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• 2006

A light-weight aggregate with a surface layer was fabricated using glass abrasive sludge and expanding agents. The glass abrasive sludges were mixed with expanding agents ($Fe_2O_3,\;graphite,\;CaCO_3$) and formed into precursors. These precursors were sintered in the range of $700-900^{\circ}C$ for 20min. The sintered light-weight aggregate had a surface layer with smaller pores and an inner region with larger pores. The surface layer and pores controlled the water absorption ratio and physical properties. As the expanding agent fraction and the sintering temperature increased, the porosity and pore size increased. The light-weight aggregate with $Fe_2O_3$ and graphite as the expanding agents had a low water absorption ratio while the porous material with $CaCO_3$ as the expanding agent had a higher water absorption ratio and more open pores.

• 한국구조물진단유지관리공학회 논문집
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• 제15권5호
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• pp.75-81
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• 2011

최근 건설되는 교량은 철근 콘크리트 대신에 주로 프리스트레스트 콘크리트 교량이 주종을 이루고 있다. 프리스트레스 콘크리트 (PSC)는 철근 콘크리트 (RC)가 지니는 균열발생 문제, 철근의 부식, 누수 등 내구성에 미치는 약점을 보완할 수 있다. 또한 프리스트레싱으로 인한 인장영역의 보완으로 인하여 구조물의 크기를 줄일 수 있다. 하지만 이러한 구조용 주재료인 고강도 콘크리트의 경우는 밀도가 강도에 비하여 상대적으로 크기 때문에 상대적으로 자중을 증대시키는 문제가 있다. 따라서 자중을 감소시킬 수 있는 경량골재를 활용한 중공형 PPC 거더 (Hollowed Prefabricated Prestressed Concrete girder systems using Light Aggregate, 이하 HPPCLA)는 이러한 문제점을 해결할 수 있는 대안이 될 수 있다. 본 연구에서는 HPPCLA 거더의 성능시험 뿐 만 아니라 수치해석을 수행하였으며, 그 결과 HPPCLA 거더는 전형적인 휨파괴 형상을 나타내었다. 수치해석에서 예상한 바와 같이 PPC 거더의 사용하중인 110 kN에서는 완전한 탄성거동으로 구조물의 사용성에는 무리가 없을 것으로 판단된다.

• 한국산업융합학회 논문집
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• 제5권3호
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• pp.225-232
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• 2002

The purpose of this study is to find the mechanical properties of lightweight concrete using expanded clay. Thus, slump, air content, compressive strength, elastic modulus, tensile strength, length change ratio, unitweight change ratio and absorption of lightweight concrete have been investigated. The conclusions of this study are as follows ; 1. The loss of slump and air content of concrete increased as the expanded clay content increased and the size of coarse aggregate decreased. 2. The compressive strength of concrete using 100% expanded clay of 13, 19mm size at 28 days were respectively 282, $252kgf/cm^2$. 3. The elastic modulus and tensile strength of concrete decreased with increase of expanded clay content. 4. The length change ratio of concrete increased with the larger coarse aggregate size, and decreased with the increase of expanded clay content. 5. The unit weight of concrete decreased with the increase of expanded clay content, and the ratio of that was larger at the early age.

• Plant Biotechnology Reports
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• 제2권1호
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• pp.33-39
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• 2008

In this paper, we would like to show unexpected morphogenic potential of cell suspensions derived from seedling explants of Gentiana kurroo (Royle). Suspension cultures were established with the use of embryogenic callus derived from seedling explants (root, hypocotyl and cotyledons). Proembryogenic mass proliferated in liquid MS medium supplemented with $0.5mg\;l^{-1}$ 2,4-D and $1.0mg\;l^{-1}$ Kin. The highest growth coefficient was achieved for root derived cell suspensions. The microscopic analysis showed differences in aggregate structure depending on their size. To assess the embryogenic capability of the particular culture, 100 mg of cell aggregates was implanted on MS agar medium supplemented with Kin ($0.0-2.0mg\;l^{-1}$), $GA_3$ ($0.0-2.0mg\;l^{-1}$) and AS ($80.0mg\;l^{-1}$). The highest number of somatic embryos was obtained for cotyledon-derived cell suspension on $GA_3$-free medium, but the best morphological quality of embryos was observed in the presence of $0.5-1.0mg\;l^{-1}$ Kin, $0.5mg\;l^{-1}$ $GA_3$ and $80.0mg\;l^{-1}$ AS. The morphogenic competence of cultures also depended on the size of the aggregate fraction and was lower when size of aggregates decreased. Flow cytometry analysis reveled luck of uniformity of regenerants derived from hypocotyl suspension and 100% of uniformity for cotyledon suspension.

• Journal of Korean Dental Science
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• 제6권2호
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• pp.41-49
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• 2013

Purpose: This study sought to compare the elemental constitution, morphological characteristics, particle size distribution, biocompatibility, and mineralization potential of Ortho MTA (OMTA) and ProRoot MTA (PMTA). Materials and Methods: OMTA and PMTA were compared using energy-dispersive spectrometry, particle size analysis, and scanning electron microscopy. The biocompatibility and mineralization-related gene expression (osteonectin and osteopontin) of both MTAs were also compared using methylthiazol tetrazolium assay and reverse transcription-polymerization chain reaction analysis, respectively. The results were analyzed by Kruskal-Wallis test with Bonferroni correction. P-value of <0.05 was considered significant. Result: The morphology of OMTA powders was similar to that of PMTA. The constituent elements of both MTAs were calcium, silicon, and aluminum. The mean particle sizes of OMTA and PMTA were 4.60 and 3.34 mm, respectively. Both MTAs had equally favorable in vitro biocompatibility and affected the messenger RNA expression of osteonectin and osteopontin. Conclusion: Within the limitations of this study, OMTA could be a promising biomaterial in clinical endodontics.

• Geomechanics and Engineering
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• 제17권6호
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• pp.543-551
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• 2019

In China, serious environmental problems are induced by the extremely soft construction waste slurries in many urban areas, and there is no appropriate method to treat it presently. In this paper, four model tests were conducted to investigate the efficiency of waste slurry treatment by combining three conditioning agents which can change characteristics of the slurries with a traditional vacuum preloading method. The tests of size analysis of particle aggregate were conducted to investigate the influence of different conditioning agents on the size distributions of particle aggregate. During the model test, the discharged water volumes were monitored. The pore-size distribution and void ratio of the waste slurries after the vacuum preloading were measured by mercury intrusion porosimetry (MIP). It is found that 1) During the natural precipitation, volume of water out of the organic agent is higher than that of the mixed agent, but it is smaller than that of the mixed agent in the vacuum preloading stage; 2) the mixed agent has a higher total volume of water out than the organic agent and the inorganic agent after test, while the organic agent and the inorganic agent have little difference with respect to the drainage effect. The results demonstrate that the combination of mixed conditioning agent and vacuum preloading for the solid-liquid separation in waste slurry has a satisfactory effect and can be applied in engineering practice.