• 한국자원식물학회:학술대회논문집
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• 한국자원식물학회 2003년도 춘계 학술발표대회
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• pp.131-132
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• 2003

Leaf discs and apical meristems were cultured in Murashige and Skoog (MS) medium supplemented with cytokinin and auxin at different concentrations. Callus production was observed in all tested media after six days of incubation. Callus produced in the presence of high concentration of NAA (2.0mg/1) was fragile in texture and yellow in colour. Highest callus formation was observed from leaf discs in the medium supplemented with 1.0mg/1 NAA and 0.5 mg/l BAP in dark at $25{\pm}1{\circ}C$. Percentage of callus formation was 95% and mean callus fresh weight was 654.88 43.53 mg. Shoots were induced from the callus after 4 weeks in 1/2MS medium supplemented with BAP and kinetin both at 0.5mg/1. When elongated shoots were separated and transferred into multiplication medium (MS+0.5mg/1 BAP+0.5mg/1 kinetin) multiplication rate was 6.4 after 6 weeks. Higher concentrations of BAP caused callus production at the base. Direct shoot induction was observed from apical meristems in MS medium in the presence of 0.175 mg/1 IAA + 2.25mg/1 BAP and 0.175 mg/1 IAA + 3.0 mg/1 BAP in 16 hour day at $25{\pm}1{\circ}C$. Explants (apical meristems) elongated to form a single shoot forming a callus at the base. Adventitious buds were sprouted out from the base. Percentage explants which producing shoots was 28.57 and 65.5 respectively. Multiple shoot induction was also observed in the same media. Highest multiple shoot production was observed in the presence of 0.175 mg/l IAA and 3.0mg/l BAP, Mean number of shoots per explant was 5.36 and the mean shoot length was $16.66{\pm}4.15$mm. Shoots (20 30m length) were tested for root induction. Excised shoots were transferred into rooting media, which contains different concentrations of NAA and IAA. Best rooting performance was observed in 1/2MS medium supplemented with 0.1mg/1 NAA after 10 days of incubation in 16 hr photoperiod at $25{\pm}1{\circ}C$. Mean number of roots per shoot was 6 and the mean root length was 252mm. Rooted plantlets were transferred into sterile coir dust:sand (1:4) mixture and maintained in a humid chamber for two weeks, They were gradually exposed to the natural environment. After three weeks they were transferred to pots containing coir dust:sand (1:2) mixture for further development where the 90% survival was observed.

• 한국지반공학회논문집
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• 제27권6호
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• pp.81-95
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• 2011

본 연구에서는 표준사와 bottom ash를 No.40체, No.60체, No.100체, No.200체로 분류하여 상대밀도시험을 실시하였으며, 시험결과를 토대로 40%, 55%, 70%의 상대밀도로 공진주시험을 실시하였다. 또한, 각 체에 잔류한 bottom ash에 대해 55%의 상대밀도로 No.200체 통과시료를 함유하여 공진주시험을 실시하였다. 각 체 잔류시료에 대해 A다짐시험에 해당하는 다짐에너지로 다짐을 하면 No.200체 통과율이 약 30%까지 증가하게 되어 함유량을 10%, 20%, 30%로 조정하였다. 시험결과 bottom ash의 경우 파쇄강도와 단위중량이 표준사에 비해 작아 최대전단탄성계수, 감쇠비 등의 결과값이 표준사의 결과에 비해 작았다.

• Advances in concrete construction
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• 제9권4호
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• pp.387-395
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• 2020

This study has been carried out in two-phases to develop Fiber Reinforced Self-Compacting Concrete (FRSCC) performance. In the first phase, the composition of the quaternary composite binder compromised CEM I 42.5N (58-70%), Rice Husk Ash (25-37%), quartz sand (2.5-7.5%) and limestone crushing waste (2.5-7.5%) were optimized. And in the second phase, the effect of two fiber types (steel brass-plated and basalt) was investigated on the SCC optimized with the optimum CB as disperse reinforcement at 6 different ratios of 1, 1.2, 1.4, 1.6, 1.8, and 2.0% by weight of mix for each type. In this study, the theoretical principles of the synthesis of self-compacting dispersion-reinforced concrete have been developed which consists of optimizing structure-formation processes through the use of a mineral modifier, together with ground crushed cement in a vario-planetary mill to a specific surface area of 550 m2 / kg. The amorphous silica in the modifier composition intensifies the binding of calcium hydroxide formed during the hydration of C3S, helps reduce the basicity of the cement-composite, while reducing the growth of portlandite crystals. Limestone particles contribute to the formation of calcium hydrocarbonate and, together with fine ground quartz sand; act as microfiller, clogging the pores of the cement. Furthermore, the results revealed that the effect of fiber addition improves the mechanical properties of FRSCC. It was found that the steel fiber performed better than basalt fiber on tensile strength and modulus of elasticity; however, both fibers have the same performance on the first crack strength and sample destruction of FRSCC. It also illustrates that there will be an optimum percentage of fiber addition.

• 한국작물학회지
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• 제27권1호
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• pp.72-77
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• 1982

고려인삼의 삽목에 의한 영양번식방법을 개발하고저 완전히 전엽된 3매 소엽을 부착한 묘삼경을 삽수로 취하여 NAA의 처리농도가 이들 삽수의 발근에 미치는 영향을 조사하는 한편 삽목용토 및 삽목방법이 발근 및 발근후의 근생장에 미치는 영향을 조사하였다. NAA는 삽목후 관수시 NAA용액으로 관수하였던 바 1.0ppm 용액의 관수가 발근율 및 발근후의 근생장에 가장 효과적이었으며 또한 삽목용토로는 부엽토와 모래의 혼합토가 가장 이상적이었다. 삽목후 삽수에 부착된 엽에서의 증산을 억제하고 삽수의 고사를 방지하기 위해서는 Acril film으로 만든 덮개로 삽수의 지상부를 씌워 주는 것이 삽수의 발근에는 물론 특히 발근후의 근생육에 효과적이었다. 한편 5매의 소엽이 부착되어 있는 2년생 인삼의 엽병을 삽수로 하여 부엽토와 모래의 혼합토에 삽목하고 1.0ppm의 NAA 용액을 관수하였던 바 역시 양호한 발근율과 근생장을 보였는데 근의 생장량은 묘삼에서 취한 경삽보다는 약간 부진하였다.

• Steel and Composite Structures
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• 제45권2호
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• pp.205-218
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• 2022

Proper calculation of splitting tensile strength (STS) of concrete has been a crucial task, due to the wide use of concrete in the construction sector. Following many recent studies that have proposed various predictive models for this aim, this study suggests and tests the functionality of three hybrid models in predicting the STS from the characteristics of the mixture components including cement compressive strength, cement tensile strength, curing age, the maximum size of the crushed stone, stone powder content, sand fine modulus, water to binder ratio, and the ratio of sand. A multi-layer perceptron (MLP) neural network incorporates invasive weed optimization (IWO), cuttlefish optimization algorithm (CFOA), and electrostatic discharge algorithm (ESDA) which are among the newest optimization techniques. A dataset from the earlier literature is used for exploring and extrapolating the STS behavior. The results acquired from several accuracy criteria demonstrated a nice learning capability for all three hybrid models viz. IWO-MLP, CFOA-MLP, and ESDA-MLP. Also in the prediction phase, the prediction products were in a promising agreement (above 88%) with experimental results. However, a comparative look revealed the ESDA-MLP as the most accurate predictor. Considering mean absolute percentage error (MAPE) index, the error of ESDA-MLP was 9.05%, while the corresponding value for IWO-MLP and CFOA-MLP was 9.17 and 13.97%, respectively. Since the combination of MLP and ESDA can be an effective tool for optimizing the concrete mixture toward a desirable STS, the last part of this study is dedicated to extracting a predictive formula from this model.

• 한국환경생태학회지
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• 제25권5호
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• pp.691-709
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• 2011

본 연구는 금강 수계의 환경요인을 이용한 서식지 유형분류와 그에 따른 수서곤충 섭식기능군의 분포특성을 규명하기 위한 것으로 2007년부터 2008년까지 금강 수계에서 총 38개 지점에 대하여 봄과 가을에 걸쳐 년 2회씩 총 4회 조사를 실시하였다. 38개 조사지점별로 15개의 환경요인들을 현장 측정한 후 서식지 유사도 분석을 실시한 결과, 거리 척도값 4를 전후하여 상류구간(HD)은 C1과 C3그룹, 중류구간(MS)은 C2와 C4 그리고 C5그룹, 하류구간(LR)은 C6과 C7그룹으로 서식지 유형이 분류되었다. 서식지 유형분류에 있어 영향을 끼치는 주요한 환경요인은, 물리적 환경요인의 경우 하폭과 고도, 화학적 환경요인의 경우 수온과 전기전도도 그리고 DO, 하상재료의 경우 모래와 실트 그리고 잔자갈의 함량으로 분석되었다. 조사시기 동안 출현한 수서곤충은 총 9목 46과 142종으로 조사되었고, 서식지 유형별 종수 및 개체수 현존량 증감과 높은 상관성을 보인 주요 환경요인은 유속과 모래의 함량으로 나타났다. 또한 섭식기능군과 환경요인 사이의 상관성 분석결과, (1) 걸러먹는 무리(FC)는 유속, 수폭, 실트 (2) 주어먹는 무리(GC)는 유속 (3) 잡아먹는 무리(P)는 고도, 유속, 큰돌, 전기전도도, 모래 (4) 뚫어먹는 무리(PP)는 수폭, 실트 (5) 긁어먹는 무리(SC)는 유속, 전기전도도 (6) 썰어먹는 무리(SH)는 고도, 큰돌, DO, pH, 전기전도도, 수온과 각각 상관성을 보이는 것으로 나타났다. 본 연구의 결과, 단계적 다중회귀분석(SMRA)에 의해 도출된 금강 수계의 환경요인 중 고도, 하폭, 유속, 전기전도도, 수온 그리고 모래 등 6개의 요인은 생물군집의 서식과 상관성($r{\geqq}0.600$, P<0.01)이 있는 것으로 나타나 금강 수계 섭식기능군 분포에 영향을 미치는 주요한 요인으로 제시되었다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2002년도 학술.기술논문발표회
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• pp.67-76
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• 2002

Self-leveling material(SLM) is one of the floor finishing materials which make flat surface like as water level by itself in a short time. So it is possible to increase construction speed and enhance economical efficiency. In this study, author intended to develop SLM for the industrial warehouse and factory loading heavy weight machinery and vehicles. The demanded properties for this type of SLM are above 20mm of flow value and above 300kgf/cm2 of 28-days compressive strength. To possess demended strength and fluidity, SLM have to be composed of many types of binders and chemical additives. So it is difficult to decide suitable mixing proportion of composition materials. In this study, author investigated the weight percentage effect of main composition materials for high-strength self-leveling material, by experimental design such as tables of orthogonal arrays and simplex design, and by statistical analysis such as analysis of variance and analysis of response surface. Variables of experiments were ordinary portland cement(OPC), alumina cement(AC), anhydrous gypsum(AG), lime stone(LS) and sand, and properties of tests were fluidity of fresh state and strength of hardened state. Results of this study are showed that suitable mix proportions of binders for the high strength self-leveling materials are two groups. One is 78~85.5% OPC, 7.5~9.5% AC, 9~12.5% AG and the other is 72.5~78% OPC, 9~12.5% AC, 13~l5% AG.

• 한국해양공학회지
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• 제17권4호
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• pp.16-22
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• 2003

The mechanical characteristics of newly recycled aggregate concrete on the basis of the proposed mix design model have been studied to develop the precast artificial fishing reefs. In the first task, the experimental test for the recycled aggregates taken from Jeju Island has been carried out to verify the material properties in terms of specific gravity, percentage of solids, absorption and abrasion of coarse aggregates. In the second task, the experimental parameters of newly recycled aggregate concrete are investigated to meet with the requirements of guidelines with respect to slump, unit weight, pH, ultrasonic velocity, void ratio, and compressive strength which are made of sea-shore sand ad slag cement. The natural aggregate and polypropylene fiber are added to newly recycled aggregate concrete to improve the compressive strength and quality. The optimal mix proportions for compressive strength are W/C=30％, S/a=15％, NA/G=50％ in porous concrete case, W/C=40％, S/a=45％ in plain concrete case, and W/C=40％, S/a-45％, PF=1.0kg/㎥ in fiber reinforced concrete case.

• Journal of Microbiology and Biotechnology
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• 제23권5호
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• pp.602-613
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• 2013

This paper aims at an investigation of the features of bacterial communities in surface sediments of the South China Sea (SCS). In particular, biogeographical distribution patterns and the phylogenetic diversity of bacteria found in sediments collected from a coral reef platform, a continental slope, and a deep-sea basin were determined. Bacterial diversity was measured by an observation of 16S rRNA genes, and 18 phylogenetic groups were identified in the bacterial clone library. Planctomycetes, Deltaproteobacteria, candidate division OP11, and Alphaproteobacteria made up the majority of the bacteria in the samples, with their mean bacterial clones being 16%, 15%, 12%, and 9%, respectively. By comparison, the bacterial communities found in the SCS surface sediments were significantly different from other previously observed deep-sea bacterial communities. This research also emphasizes the fact that geographical factors have an impact on the biogeographical distribution patterns of bacterial communities. For instance, canonical correspondence analyses illustrated that the percentage of sand weight and water depth are important factors affecting the bacterial community composition. Therefore, this study highlights the importance of adequately determining the relationship between geographical factors and the distribution of bacteria in the world's seas and oceans.

• International Journal of Concrete Structures and Materials
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• 제2권2호
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• pp.161-167
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• 2008

Optimization of concrete mixing system is very important for the production of quality mixture of concrete and requires very complicated, specialized knowledge as there are a variety of variables that influence the result. One of the methods of optimizing the concrete mixing system is to minimize the volume of cement paste which, in turn, means maximizing the volume of aggregate. The purpose of this study is to determine the minimum volume of cement paste used in the design of concrete mixture and to design the optimum concrete mixing system based on the fluidity of mortar and concrete. In determining the minimum volume of cement paste, experiments of mortar and concrete were performed based on their workability, material segregation and bleeding. Type of aggregate, granularity distribution and sand percentage were used as test parameters and measurements were taken of the distribution of granularity, usage of HRWRA, minimum volume of paste and drying shrinkage and compressive strength of concrete.