• Journal of Ginseng Research
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• 제8권2호
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• pp.124-134
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• 1984

Ginseng root starch, prepared by conventional method, contained crude lipid of 0.5%, crude protein of 0.4%, crude mineral of 0.17% and phosphorous of 12.5mg% as noncarbohydrate constituents. The amylose content of ginseng root starch picked in Summer (May to August) and Winter (November to March) was 32-35% and 15-20%, respectively, and it was decreased with a growing preiod of ginseng. The blue value, alkali number and ferricyanide number of the starch were 0.14-0.17, 8.50 and 0.781, respectively. The molecular weight of amylose in the starch was estimated to be 1.27-7.95${\times}$105 by means of periodate oxidation, and the degree of branching and glucose unit per segment of amylopectin were 3.50-3.53% and 28.3-28.5, respectively, The starch content of ginseng root was decreased when dried under sunlight and stored at 5$^{\circ}C$ for twenty days. In contrast, sucrose content in the root was increased from 3.8% in fresh state to 11.5% during storage at the above condition. In the other hand, starch was converted to maltose by heating at temperature above 70$^{\circ}C$.

• 콘크리트학회논문집
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• 제15권3호
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• pp.462-469
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• 2003

본 논문에서는 습식스프레이 공법에 의하여 타설되는 고인성 섬유보강 모르타르(ECC)을 구조물의 보수에 적용함으로써 구조물의 내구성을 증진시키는 효과에 대하여 연구하였다. 이를 위하여 굳지않은 상태에서는 스프레이 공정에 적합한 유동특성을 갖고 있으면서, 굳은 후에는 인장변형경화거동을 나타내는 ECC를 스프레이 공법으로 타설하여 시험체를 제작하여 실험하였다. 실험 결과, 스프레이된 ECC의 역학적 특성(인장 및 휨거동)이 일반적인 타설법에 의하여 제작된 ECC와 거의 일치하는 것으로 나타났으며, 이 때에 ECC의 균열폭은 평균 30${\mu}m$로 제어되었다. 구콘크리트/ECC 합성보의 에너지 흡수능력은 구콘크리트/상용 스프레이 모르타르(PM) 합성보에 비하여 매우 우수한 것으로 나타났으며, 경계면의 부착성능도 양호한 것으로 평가되었다. ECC 고유의 균열제어능력과 더불어 보수된 부재(구콘크리트/ECC 합성보)의 탁월한 휨변형능력, 에너지 흡수능력 등은 구조물의 내구성을 증진하는데 큰 이점으로 작용하게 될 것이다.

• 한국건축시공학회지
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• 제2권4호
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• pp.89-98
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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 200mm of flow value and above 300kgf/$cm^2$ 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, 13~15% AG.

• 농업과학연구
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• 제37권2호
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• pp.199-207
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• 2010

This research was conducted to determine the influence of physiological and chemical properties of root substrates on the growth of the daughter plants of 'Maehyang' strawberry produced by bag culture. The daughter plants produced by stock plants during bag culture were individually separated and grown in 10-cm diameter plastic pots containing six different formulations of root substrates: a) 50% peatmoss plus 50% vermiculite (5:5 by volume, A), b) 70% peatmoss plus 30% perlite (7:3, B), c) 70% coir dust plus 30% perlite (7:3, C), d) mixture of 35% coir dust, 35% peatmoss, and 30% perlite (3.5:3.5:3.0, D), e) mixture of 20% rice hull, 70% coir dust, and 10% perlite (2:7:1, E), and f) 30% rice hull plus 70% coir dust (30:70, F). The container capacity and air filled porosity of the growing medium varied greatly among the six substrate formulations evaluated. The substrates E and F had less container capacity and higher air-holding spaces than the rest of the formulations. Therefore, these two formulations (E and F) may cause a problem in water management during the production of healthy daughter plants. The substrate formulations A, B, and D retained higher nitrogen (N) concentrations than other formulations containing coir dust or rice hull. The substrate formulations E and F which contained rice hull had lower N, phosphorus (P), and potassium(K) concentrations than other substrate formulations containing coir. The quality of the daughter plants grown in all six different substrate formulations was good with the crown diameters at around 10 mm. Fresh weights of the daughter plants grown in substrate formulations A, C, and D were higher than those obtained from B, E, and F. Dry weights of the daughter plants showed a similar trend. The daughter plants having high fresh and dry weights and increased crown diameter are in demand by the industry. For this reason, the substrate formulations A, C and D can readily be used as potting mixes during the production of 'Maehyang' strawberry transplants utilizing the bag culture system.

• 대한토목학회논문집
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• 제30권6A호
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• pp.573-580
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• 2010

본 연구에서는 자기충전 콘크리트의 배합설계 방법을 활용하여 경량골재콘크리트를 제조하였다. 경량골재를 사용한 자기충전 콘크리트의 평가는 굳지 않은 상태의 유동성, 재료분리저항성 및 충전성을 검토하였고, 성능평가 기준은 일본토목학회에서 제시하고 있는 성능평가 기준을 적용하였다. 또한 경량골재를 사용한 자기충전 콘크리트의 역학적 특성과 함께 건조수축 및 탄산화 특성을 검토하였다. 그 결과 경량골재를 사용한 자기충전 콘크리트의 유동성은 경량굵은골재와 경량잔골재를 동시에 100% 사용한 경우를 제외하고는 목표 성능기준을 만족하였으며, 재료분리저항성은 경량굵은골재 및 경량잔골재를 동시에 사용한 경우에 성능기준을 만족하였고, 충전성의 경우는 경량잔골재를 100% 사용한 경우를 제외하고는 성능기준을 만족하는 경향을 보였다. 경량골재를 사용한 자기충전 콘크리트의 재령 28일 압축강도의 경우 모든 배합에서 30 MPa 이상 발현 되었으며, 압축강도와 인장강도 및 탄성계수의 관계는 기존의 연구 경향과 유사하였다. 또한 자중감소 효과는 기준 콘크리트와 비교하여 최대 26% 감소하였다. 경량골재를 사용한 자기충전 콘크리트의 건조수축과 탄산화 특성은 기준콘크리트와 비교하여 다소 증가하는 경향을 나타내고 있었다.

• 한국구조물진단유지관리공학회 논문집
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• 제16권1호
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• pp.55-63
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• 2012

이 연구에서는 타설 과정에서 낮은 점성이 요구되는 구조물에 적합한 낮은 점성을 가지면서 다중균열에 의한 변형률 경화거동을 보이는 고인성 섬유복합재료를 제조하기 위한 재료와 제조 방법을 제시하고자 한다. 섬유복합재료의 낮은 점성과 고인성을 얻기 위하여 미시역학과 파괴역학에 기반한 이론적 해석 방법과 제조 기법을 적용하였다. 2~3MPa 범위의 인장강도를 갖는 복합재료에 적합한 최적의 섬유 양과 길이, 그리고 섬유와 매트릭스의 계면 특성을 미시역학과 안정상태 균열 이론을 이용하여 해석적으로 구한 후 여섯 가지 배합을 결정하였다. 여섯 가지 배합으로 제조한 실험체는 실험을 통하여 점성과 일축인장 성능을 검증하였다. 실험 결과 굳기 전에는 그라우팅에 적합한 낮은 점성을 갖으면서 굳은 후에는 1.5% 이상의 고인성을 갖는 변형률 경화 섬유복합재료를 제조할 수 있는 것으로 나타났다.

• 한국축산식품학회지
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• 제33권1호
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• pp.24-30
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• 2013

This study was conducted to compare the physicochemical and sensory properties of yogurt added with nanopowdered ginseng (NPG) and powdered ginseng (PG) of different concentrations (0.1, 0.3, 0.5, and 0.7%) (w/v) during the storage at $7^{\circ}C$ for 20 d. The pH and viscosity values of yogurt added NPG or PG decreased during the storage. The pH values of the yogurt samples were ranged from 4.0 to 4.6 as a reflective of the fresh state. Viscosity values of yogurt with NPG at lower concentrations 0.1 and 0.3% (w/v) showed higher values during increased storage time. DPPH radical scavenging activity was significantly higher in the NPG-added yogurt than in the PG during the storage period (p<0.05). The lactic acid bacteria (LAB) counts ranged from $3.0{\times}10^9$ to $1.3{\times}10^9$ and $2.2{\times}10^9$ to $1.1{\times}10^9CFU/mL$ in 0.3% NPG and PG-added yogurts, respectively. Increased storage period showed decrease in LAB counts irrespective of the type of ginseng powder and storage period. In sensory test, 0.1 and 0.3% NPG-added yogurt showed similar results to control in yellowness, viscosity, and bitterness. Based on the data obtained from the present study, it was concluded that the concentrations 0.1 and 0.3% (w/v) of NPG could be used to produce NPG-added yogurt without significant adverse effects on physicochemical and sensory properties, and enhance functional value of yogurt.

• Geomechanics and Engineering
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• 제10권4호
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• pp.455-470
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• 2016

In ballasted railway tracks, ballast fouling due to finer material intrusion has been identified as a challenging issue in track maintenance works. In this research, deformation characteristics of crushed stone-sand mixtures, simulating fresh and fouled ballasts were studied from laboratory and a 3-D discrete element method (DEM) triaxial compression tests. The DEM simulation was performed using a recently developed DEM approach, named, Yet Another Dynamic Engine (YADE). First, void ratio characteristics of crushed stone-sand mixtures were studied. Then, triaxial compression tests were conducted on specimens with 80 and 50% of relative densities simulating dense and loose states respectively. Initial DEM simulations were conducted using sphere particles. As stress-strain behaviour of crushed stone-sand mixtures evaluated by sphere particles were different from laboratory specimens, in next DEM simulations, the particles were modeled by a clump particle. The clump shape was selected using shape indexes of the actual particles evaluated by an image analysis. It was observed that the packing behaviour of laboratory crushed stone-sand mixtures were matched well with the DEM simulation with clump particles. The results also showed that the strength properties of crushed stone deteriorate when they are mixed by 30% or more of sand, specially under dense state. The results also showed that clump particles give closer stress-strain behaviour to laboratory specimens than sphere particles.

• 콘크리트학회지
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• 제7권6호
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• pp.224-232
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• 1995

최근 일부 외국에서는 종래의 수중 콘크리트와 다른 관점으로부터 수중에서 쉽게 분리되지 않고 타설방법도 용이한 특수 혼화제가 개발되어 실험과 시공에서 성공하였고, 이런 특수 콘크리트(수중 비분리 콘크리트)는 점차 사용 규모와 시공 방법이 확대되고 있는 추세이다. 본 논문에서는 수중 비분리 콘크리트에 대한 성공적인 실험, 시공사례를 참고하여 수중 비분리성 혼화제 및 다른 혼화제의 첨가 방법을 달리하였을 경우, 수중 비분리 콘크리트의 물성변화를 검토하였고, 비교적 정온 상태의 해상 환경에 적용할 수 있는 수중 비분리 콘크리트의 최적 배합을 결정하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회 논문집(I)
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• pp.63-68
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• 1998

The fluidity of high flowing concrete can be affected by numerous parameters which characterize either the cement of the admixture. The reactivity of a cement as determined by its chemical composition(especially its $C_3$A content), its fineness and its content in sulfates and alkalies obviously plays a key role in rheology of high flowing concrete in fresh state. Specific properties of high range water reducing AE agent used to enhance the workability of high flowing concrete also exert important influence. The purpose of this experimental study is to investigate and analyze the effect of cement and high range water reducing AE agent in fluidity, setting, compressive strength of high flowing concrete. As a result, we found that fluidity of high flowing concrete is affected greatly by kind of cement and high range water reducing AE agent, also, there is harmonic character between high belite cement and polycarbonic acid high range water reducing AE agent.