• 한국농공학회지
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• 제23권3호
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• pp.96-104
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• 1981

In order to investigate the characteristics of the shear strength of the unsaturated cohesive soils which has mean characters of sand and clay widely used for banking, I selected soil samples from An-sung district and, against it, performed direct shear test and unconfined compression test changing grain size, compaction energy and moisture content and also performed triaxial compression test under optimum moisture content. The results are as follows; 1.As the passing percent of the No. 200 sieve increased from 23.6% to 56.1%, cohesion increased from 0. 202kg/cm2 to 0. 398kg/cm2 under the direct shear test and from 0.38 kg/cm2 to 1. 05kg/cm2 under the tria4al compression test, internal friction angle decreased from 44. 78$^{\circ}$ to 34. 34$^{\circ}$ under the direct shear test and from 31. 88$^{\circ}$ to 13. 31$^{\circ}$ under the triaxial compression test. 2.Cohesion showed it's maximum value around OMC and internal friction angle showed a tendency to increase according to the decrease of water content but it's increasing ratio was relatively slow. 3.Decreasing ratio of cohesion and internal friction angle was relatively sensitive according to the decrease of compaction energy. 4.The smaller of the vertical stress and the coarser of the grain size of samples, changing of the volume showed a tendency to increase and as the increase of water content, the shear displacement (dh) at failure shear stress ($\tau$f) showed maximum and the $\tau$f-dh curve was gentle. 5.To synthesize the results of the direct shear test and the triaxial compression test, cohesion showed higher under the triaxial compression test and internal friction angle showed a tendeney to appear higher under the direct shear test. It seems that we can get correspondent results by removing the side friction of mold with soils and adjusting the vertical stress and shearing speed under the direct shear test.

• 한국정보전자통신기술학회논문지
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• 제11권2호
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• pp.161-168
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• 2018

본 논문은 곡물의 수확후 이력관리를 위하여 미곡종합처리장(RPC, Rice processing complex)에서 곡물의 반입, 건조, 저장 및 가공공정에서의 변화하는 중량 및 함수율 정보를 실시간으로 측정하고 모니터링이 가능한 IT기반의 이력관리시스템을 개발하였다. 곡물의 반입, 건조, 저장 및 가공 등 수확후 처리공정에서 반입 및 배출과정에서 중량 및 함수율 정보를 실시간으로 수집하고 이를 기반으로 수율 및 감모와 같은 품질정보를 DB sever에 저장하였다. 이 때의 Lot No를 생성하여 품질 및 이력정보를 연계하여 이력관리가 가능한 시스템을 구축할 수 있도록 설계하였다. 또한, MMI(Man Machine Interface)기반의 자동제어시스템과 자동수율 및 재고관리 시스템(YICS)과 TCP/IP통신을 이용하여 곡물을 대상으로 한 IT 기반의 이력관리시스템을 구축하였으며, 미곡종합처리장에서 시뮬레이션을 통해 검증을 수행하였다.

• Geomechanics and Engineering
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• 제7권5호
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• pp.477-493
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• 2014

This study examines the behaviour of single micropiles subjected to axial tension or compression load in collapsible loess under in-situ moisture content and saturated condition. Five tension loading tests and five compression loading tests on single micropiles were carried out at a typical loess site of the Loess Plateau in Northwest China. A series of laboratory tests, including grain size distribution, specific gravity, moisture content, Atterberg limits, density, granular components, shear strength, and collapse index, were carried out during the micropile loading tests to determine the values of soil parameters. The loess at the test site poses a severe collapse risk upon wetting. The tension or compression load-displacement curves of the micropiles in loess, under in-situ moisture content or saturated condition, can generally be simplified into three distinct regions: an initial linear, a curvilinear transition, and a final linear region, and the bearing capacity or failure load can be interpreted by the L1-L2 method as done in other studies. Micropiles in loess should be considered as frictional pile foundations though the tip resistances are about 10%-15% of the applied loads. Both the tension and compression capacities increase linearly with the ratio of the pile length to the shaft diameter, L/d. For micropiles in loess under in-situ moisture content, the interpreted failure loads or capacities under tension are 66%-87% of those under compression. However, the prewetting of the loess can lead to the reductions of 50% in the tensile bearing capacity and 70% in the compressive bearing capacity.

• Journal of Biosystems Engineering
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• 제15권3호
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• pp.207-218
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• 1990

Grains display characteristics of both elastic bodies and viscous fluids when they are subjected to mechanical treatments in harvesting, handling, and processing. This viscoelastic behavior of grains when mechanically stressed must be fully understood to establish maximum machine efficiency and have a minimum degree of grain damage and the highest quality of the final product. The studies were conducted to examine the effect of the moisture content, the loading rate and the initial deformation on the stress relaxation behavior of whole kernel of rough rice, and develop the rheological model to represent its stress relaxation behavior. The following results were obtained from the study. 1. Moisture content had the greatest influence on the initial portion of the relaxation curve. With elapsing time the lower moisture content resulted in the lower residual stress for the Japonica-type rough rice and vice versa for the Indica-type rough rice. But within the ranges of moisture content tested, the degree of stress relaxation per unit strain on the Indica-type rough rice was a little higher than those on the Japonica-type rough rice. 2. The slower loading rate resulted in less initial stress. The decreasing trend of residual stress for all the samples tested with increasing loading rate was shown. 3. The higher initial deformation for all the samples resulted in less initial stress. The increasing of amount of stress relaxation per unit strain with increase of initial stress indicated that viscoelastic properties of rough rice depended not only upon duration of load applied but also initial stress applied. This means that rough rice is nonlinear viscoelastic material. 4. The compression stress relaxation properties of rough rice kernel can be described by a generalized Maxwell model representing by the Maxwell elements.

• 조명전기설비학회논문지
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• 제28권10호
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• pp.82-88
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• 2014

This paper presents the results of model tests for the attachment process of lightning leader to ground which is one of poorly understood processes of cloud-to-ground lightning discharges. In order to simulate the attachment process of lightning leader to ground, we investigated the discharge characteristics of air gap between the tip of needle-shaped electrode and the soil surface as a parameter of moisture content in soils when the positive and negative $1.2/50{\mu}s$ lightning impulse voltages are applied. The breakdown voltage and the discharge light were observed. As a result, the attachment processes of lightning leader to ground are strongly dependent on the grain size and the moisture content of soils. The time to breakdown was shortened with increasing the magnitude of incident impulse voltages. The delay time from application of the highest voltage to breakdown in sand is shortened with increasing the moisture content. The delay time from application of the voltage to breakdown in gravel varied from about $0.5{\mu}s$ to several ${\mu}s$. As the moisture content in soil increases, the breakdown voltages are decreased and the breakdown voltage versus time to breakdown curves are shifted toward the lower side. The results obtained in this work are similar to those for non-uniform air gap stressed by lightning impulse voltages.

• 한국농공학회지
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• 제17권3호
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• pp.3815-3832
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• 1975

This study was made to investigate various engineering properties of earth materials resulting from their changes in density and moisture content. The results obtained in this study are summarized as follows: 1. The finner the grain size is, the bigger the Optimum Moisture Content(OMC) is, showing a linear relationship between percent passing of NO. 200 Sieve (n) and OMC(Wo) which can be represented by the equation Wo=0.186n+8.3 2. There is a linear relationship of inverse proportion between OMC and Maximum Dry Density (MDD) which can be represented by the equation ${\gamma}$d=2.167-0.026Wo 3. There is an exponential curve relationship between void ratio (es) and MDD whose equation can be expressed ${\gamma}$d=2.67e-0.4550.9), indicating that as MDD increases, void ratio decreases. 4. The coefficent of permeability increases in proportion to decrease of the MDD and this increase trend is more obvious in coarse material than in fine material, and more obvious in cohesionless soil than in cohesive soil. 5. Even in the same density, the coefficient of permeability is smaller in wet than in dry from the Optimum Moisture Content. 6. Showing that unconfined compressive strength increases in proportion to dry density increase, in unsaturated state the compacted in dry has bigger strength value than the compacted in wet. On the other hand, in saturated state, the compacted in dry has a trend to be smaller than the compacted in wet. 7. Even in the same density, unconfined compressive strength increases in proportion to cohesion, however, when in small density and in saturated state, this relationship are rejected. 8. In unsaturated state, cohesion force is bigger in dry than in wet from OMC. In saturated state, on the other hand, it is directly praportional to density. 9. Cohesion force decreases in proportion to compaction rate decrease. And this trend is more evident in coarse matorial than in fine material. 10. Internal friction angle of soil is not influenced evidently on the changes of moisture content and compaction rate in unsaturated state, On the other hand in saturated state it is influenced density. 11. Cohesion force is directly proportional to unconfined compressive strength(qu), indicating that it has approximately 35 percent of qu in unsaturated state and approximately 70 percent of qu in saturated state.

• Environmental Engineering Research
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• 제18권3호
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• pp.129-137
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• 2013

The infiltration of rainwater into the surface soil is highly dependent on hydraulic variables, such as the infiltration rate, capillary fringe, moisture content, and unsaturated/saturated hydraulic conductivity. This study estimates the hydraulic conductivity (K) of fluvial deposits at three sites on the right and left banks of Nakdong River in Gyeongbuk Province, South Korea, including the Gumi, Waegwan, and Seongju bridge sites. The K values of 80 samples from 13 boreholes were estimated by using six grain-size methods (Hazen, Slichter, Kozeny, Beyer, Sauerbrei, and Pavchich formulae). The Beyer, Hazen, and Slichter methods showed a better relationship with K values along with an effective grain size than did the other three methods. The grain-size, pumping test, and slug test analyses resulted in different K values, but with similar K values in the grain-size analysis and pumping test. The lower K values of the slug test represent the uppermost fine sand layer.

• 한국작물학회:학술대회논문집
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• 한국작물학회 2017년도 9th Asian Crop Science Association conference
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• pp.370-370
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• 2017

This study was carried out to investigate the current use and the demand for Jeonju-bibimbab rice and to suggest the suitable range of bibimbab rice. We conducted a survey on varieties and rice quality of Jeonju bibimbab restaurants from April to August 2016. In a survey of 12 bibimbab restaurants in Jeonju, the restaurants showed that 83% of the 10 restaurants were using shindongjin rice variety. Characteristics of rice suitable for bibimbab were showed low stickiness, high hardness, so it should keep the shape of rice when cooked and mixed with the ingredients. and people tend to prefer a large grain of rice. Also, the rice used in bibimbab restaurants were examined the average percentages of head rice ratio 89%, protein content 6% and moisture content 14.5%. These results suggest that the quality of rice, which is suitable for bibimbab, is similar to the range of common rice. Thousand grain weight over 24g is especially preferred. In conclusion, the quality and grain size of rice preferred for bibimbab rice was the level of Shindongjin.

• 한국식품과학회지
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• 제14권3호
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• pp.271-275
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• 1982

철제 grain bin(지름 3미터, 높이 3.17미터)을 이용하여 수분함량이 높은 벼(밀양 30호)의 자연통풍건조시험을 우리나라 가을 기후조건하에서 행하였다. 이때의 시료벼의 초기수분함량은 평균 24.5%, 시료 벼의 량은 4.19M/T, bin 내에서의 시료벼 높이는 0.9미터 그리고 풍량은 $4.81\;m^3/min/m^3$이었으며 그 결과는 다음과 같다. 건조시험기간중 외기의 온도는 평균 $10.5^{\circ}C$, 상대습도는 평균 58%이었다. 연속자연통풍 288시간후의 시료벼의 수분함량은 $15{\pm}0.3%$로서, 상하층의 수분함량차이는 약 0.5%이었다. 그리고 평균 건조 속도는 시간당 0.03%이었으며 전기소요량은 1kg의 수분제거량당 0.38KWh이었다. 본시험결과, 상온자연통풍에 의한 in-bin건조방법으로, 생탈곡된 고수분의 벼를 건조할 수 있는 것으로 분석되었다.

• 한국작물학회지
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• 제28권2호
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• pp.202-210
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• 1983

보리 조숙품종을 육성하기 위해 교배친으로 선발한 10개 품종을 환경을 달리하여 등숙 제 형질간 관계, 품종간 변이와 분리세대에서의 유전율을 조사할 조건을 알고자 본 시험을 실시하였는데 그 결과를 요약하면 다음과 같다. 1. 등숙속도의 품종간 차이는 현저하였고 Tokak은 온실과 포장에서 그 증가량이 비슷하게 컸으며 수원 2조는 대표적인 단기 등숙성 품종으로 등숙이 빠르고 등숙율이 큰 품종이었으나 그러한 조건에서 회분함량이 적었다. 2. 생리적 성숙기에 종구의 기부에 엽록소 소실(황변 또는 흑변) 시기를 성숙기의 지표로 이용할 가능성은 좀 더 연구가 필요하다. 3. 성숙기에 처리간 평균 등숙일수는 34일로 비슷하나 품종간 변이는 온실에서 9일, 포장에서 5일이었고 수분함량은 처리 및 품종간에 변이가 컸다. 4. 포장 대비 비닐피복구에서 평균 출수촉진 및 등숙촉진 일수는 12일 정도로 공시된 품종들의 등숙일수는 재배환경이 어느 정도 변화하여도 일정하여 등숙성에 관한 유전연구 재료로 이용이 가능하다. 5. 등숙초기에 $100^{\circ}C$당 적산온도가 큰 경우 등숙율이 높고 천립중이 무거웠으며 천립중의 연구를 위하여는 충분한 곡립의 발육조건이 필요하다. 6. 본 시험결과는 개체변이를 최소화시킬 수 있다면 온실과 포장의 비닐피복 조건에서 분리세대의 등숙성에 관한 유전연구의 가능성을 제시하여 준다.