• Title/Summary/Keyword: 설계도표

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Convergence Study on the Optimization for Suppression of Starch Hydrolysis using Rutin, Quercetin and Dietary Fiber Mixture Design (루틴, 퀘르세틴, 식이섬유 혼합물 설계를 이용한 전분소화 지연 효과의 최적화에 대한 융합 연구)

  • Oh, Imkyung;Bae, In Young
    • Journal of the Korea Convergence Society
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    • v.11 no.5
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    • pp.35-41
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    • 2020
  • This study was conducted to develop the efficient system for starch hydrolysis suppression using rutin, quercetin and dietary fiber through the statistical mixture design. The three components were replaced with wheat flour at the level of 10% and the mixed gel with three components was characterized by in vitro starch digestion. The mixture design was applied by simplex-centroid experimental model. The quadratic model (R2=0.86) was well fitted and the obtained regression equation indicated that the significant positive effects was observed in the quercetin and fiber mixture. Based on the statistical results, the best mixing ratio of quercetin and fiber was 72: 28 that led to the lowest predicted glycemic index (pGI). Their interactions on the pGI of starch digestibility were clearly visualized in the 3D surface plot. These results suggested that the mixture of quercetin and fiber interact strongly with wheat flour, consequently retarding starch hydrolysis by 15%.

Prediction of Saturation Time for the Soil Slopes due to Rainfalls (지속적인 강우에 의한 토사사면의 포화시간 예측)

  • Park, Sungwon;Han, Taekon;Kim, Hongtaek;Baek, Seungcheol
    • Journal of the Korean GEO-environmental Society
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    • v.8 no.4
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    • pp.67-74
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    • 2007
  • Many studies for slope stability studies have indicated that the infiltration of rainwater into a slope decrease the slope stability. In order to minimize damage caused by slope failure, most design codes suggest that the slope stability be analyzed by saturated condition during rainy season. However it would be excessively conservative condition that every soil slope is saturated in rainy season irrespective of rainfall intensity, soil type and slope geometry. In addition, because most soil slopes are in an unsaturated state, it is necessary to consider the unsaturated characteristics of slope. This paper suggests a prediction method of saturation time for the weathered granite soil slopes due to rainfalls. The finite element analysis of transient water flow through unsaturated slope was used to investigate effects of soil-water characteristics, permeability at saturation, slope geometry, and rainfall intensity. From the result of these analyses, the prediction charts considering soil-water characteristics, permeability at saturation, and slope height were proposed in this study. It is possible to the time required to be saturated slope after rainfall.

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Development of a design width for the small streams (소하천 계획하폭 산정식 개발)

  • Jeong, Tae-Seong;Kim, Chang-Il;Ye, Seong-Je
    • Proceedings of the Korea Water Resources Association Conference
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    • 2021.06a
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    • pp.17-17
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    • 2021
  • 계획하폭의 수리설계는 수문분석에 의하여 결정되는 설계홍수량을 주변지역 주택이나 농지 침수를 방지하지 않도록 하도내에서 수위를 과다하게 상승시키지 않은 상태에서 안전하게 하류로 소통시킬 수 있는 가장 경제적인 하도의 폭을 결정하는 것이라 할 수 있다. 현재 소하천 하폭의 수리설계는 지형 또는 현장 여건에 따라 계획홍수량을 결정하고, 경험식에 의한 방법 또는 도식에 의한 방법(방정식과 수리학 공식에 의한 방법)등을 이용하여 하류수위를 산정함으로써 이루어진다. 그러나 하도내 흐름이 자유수면을 가지는 개수로 흐름인 경우 도표 또는 간략화된 경험식을 이용해서는 정확한 하폭을 산정할 수 없다. 기존에 개발된 계획하폭 경험식은 홍수량에 기반한 단일 회귀식과 다양한 하천특성과 흐름특성을 이용한 다중 회귀식으로 구분된다. 그러나 현재 계획하폭 결정에 가장 많이 사용되는 경험식은 홍수량을 이용한 단일 회귀식인데, 이들은 자료수집의 어려움 때문에 지역과 하천특성을 고려하지 않고 모든 하천에 적용 가능하도록 개발되어 적용 시 세심한 주의가 요구된다. 본 연구에서는 기존의 경험식을 보완함으로써 적용성을 제고하기 위하여 전국 소하천을 지역에 따라 세분화하고 흐름특성과 하천특성 자료를 수집하였다. 이렇게 수집된 자료를 위치에 따라 세분화하고 기존에 개발된 경험식과 동일한 형태로 계획하폭 경험식을 개발하였다. 개발된 경험식을 검증하는 방법은 자료를 두 개의 그룹으로 분리하고 개발에 사용되지 않은 자료 그룹을 사용함으로써 검증의 신뢰성을 확보하였다. 더불어 기존의 경험식과 비교하는 방법으로 개발된 회귀식의 적용성을 검증하였다. 본 연구에서 개발한 계획하폭 경험식은 지역특성과 흐름특성을 고려한 계획하폭 산정에 활용이 가능함으로써 홍수에 안전한 소하천 수리설계에 활용이 가능할 것으로 기대된다.

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Prediction of primary lining loads for soft ground tunnels based on case studies (토사터널의 일차 라이닝에 작용하는 하중 예측 사례 연구)

  • Kim, Hak-Joon
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.6 no.1
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    • pp.17-23
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    • 2004
  • Prediction of lining loads is one of the key issues to be addressed in the design of a tunnel. The validity of the existing design methods is reviewed by comparing the loads calculated using the methods with the field measurements obtained from several tunnels in Edmonton, carada. However, the existing methods are determined not to be fully satisfactory for the prediction of primary lining loads. To account for the stress reduction occurring prior to lining installation, the stress reduction factor is used coupled with an analytical solution for calculation of lining loads. Typical values of dimensionless load factors nD/H for tunnels in Edmonton are obtained from parametric analyses and presented in a table. The loads calculated using the proposed method are compared with field measurements collected from tunnels in Edmonton to verify the method. The method can be used for other tunnels if the tunnels are built in stiff or dense soils, where good ground control is accomplished during the tunnel construction.

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A Study on the Method of Analysis and Design of Benchmark Pile in Permafrost Area (영구동토지역에서의 수준말뚝의 안정성 검토 및 설계방법 연구)

  • Jo, Cheon-Hwan;Lee, Won-Je;Hong, Seong-Wan
    • Geotechnical Engineering
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    • v.9 no.2
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    • pp.15-26
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    • 1993
  • Frost heave on foundation(or ice jacking) is defined that foundation is uplifted by heav- ing force exerted around foundation from freezing of soils. This phenominon is often occurred in the light -weight structure e.g, small building, electro - telegraph pole, street light, pipe line, budge and reference point of survey. Frost heave is the most important factor in design of foundation of structure and the key issue in understanding mechanism of foundation in permafrost area. In this study is reviewed the state of the art on the analysis method of frost heave in USSR and is suggested the design method of benchmark pile. On the basis of above results, this study suggests a design chart able to do esign simply the benchmark pile in Yakutsk region.

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Fabrication of silicon Voltage Variable Capacitance Diode-II (VVC 다이오드의 시작연구(II))

  • 정만영;박계영
    • Journal of the Korean Institute of Telematics and Electronics
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    • v.7 no.2
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    • pp.33-42
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    • 1970
  • This report is concerned with the fahrication with the falricationof silicon VVC diode by the double diffusion planer technique. At first, some design charts for VVC diode were derived by considering the voltage-capacitance relations, the critical field intensity at the metallurgical junction, and the cut-off frequency of the diode. These charts enables the fabrication engineers to design VVC diode easily without going into the sophisticated design theory. We started with a 2.5 ohm-cm n-type epitaxial silicon wafer. The phosphorous was diffused by POCl3 impurity source. Then boron diffusion followed make hyperabrupt p-n junction by BN source. The maximum to minimum capacitance ratio of the diode as a tuning diode for a TV tuner made in these experiments was 4:1. Measured electrical characteristics of the sample diodes showed in good agreement with the theoretical expectations. Slicing and polishing technique of the silicon wafer and diffusion technique of the impurity atoms, which were employed in our study, are also stated briefly in this report.

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Experiments on Stability of Tetrapods on Rear Slope of Rubble Mound Structures under Wave Overtopping Condition (월파조건에서 경사제 항내측 사면에 거치된 테트라포드의 안정성 실험)

  • Kim, Young-Taek;Lee, Jong-In
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.33 no.6
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    • pp.357-366
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    • 2021
  • In this study, hydraulic model tests were performed to investigate the stability of armor units at harbor side slope for rubble mound structures. The Korean design standard for harbor and fishery port suggested the design figures that showed the ratio of the armor weight for each location of rubble mound structures and it could be known that the same weight ratio was needed to the sea side and harbor side (within 0.5H from the minimum design water level) slope of rubble mound structures. The super structures were commonly applied to the design process of rubble mound structures in Korea and the investigation of the effects of super structures would be needed. The stability number (Nod = 0.5) was applied (van der Meer, 1999) and it showed that the armor (tetrapod) weight ratio for harbor side slope of rubble mound structures needed 0.8 times of that for sea side slope.

Study(II) on Development of Charts and Formulae Predicting Allowable Axial Bearing Capacity for Prebored PHC Pile Socketed into Weathered Rock through Sandy Soil Layer - Improvement Measures of Current Design Method by Analyzing Current Design Data for Prebored PHC Piles - (사질토층을 지나 풍화암에 소켓된 매입 PHC말뚝에서 지반의 허용압축지지력 산정도표 및 산정공식 개발에 관한 연구(II) - 설계 사례 분석을 통한 매입 PHC말뚝의 설계 개선 방향 -)

  • Yea, Geu Guwen;Yun, Dae Hee;Yun, Do Kyun;Choi, Yongkyu
    • Journal of the Korean Geotechnical Society
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    • v.35 no.8
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    • pp.31-42
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    • 2019
  • A total of 73 pile design data for prebored PHC piles was analyzed to study the current design method. Based on the design data, a ratio of skin friction to total capacity from the pile design data was about 20~53%. Such low ratio of skin friction to total capacity tends to underestimate skin friction. Considering this tendency, the current design method should be improved. Also, an average design efficiency of PHC pile capacity was 70% and an average design efficiency for bearing capacity of soil or weathered rock was 80%, which shows slightly higher value than the former. This is probably due to the fact that the allowable bearing capacity is estimated to be equal to or slightly higher than the design load. Hence, the allowable bearing capacity should be estimated to be higher than the long-term allowable compressive force of the PHC pile. In the current design method, skin friction is calculated to be about 2.2 times lower than end bearing. The current design method for prebored PHC piles applied foreign design methods without any verification of applicability to the domestic soil or rock condition. Therefore, the current design method for prebored PHC piles should be improved.

A Study on the Dynamic Lateral Displacements of Caisson Quay Walls in Moderate Earthquake Regions (중진지역에서 케이슨 안벽의 동적수평변위 특성에 관한 연구)

  • Park, Keun-Bo;Sim, Jae-Uk;Cha, Seung-Hun;Kim, Soo-Il
    • Journal of the Korean Geotechnical Society
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    • v.24 no.8
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    • pp.137-148
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    • 2008
  • In this study, 28 earthquake records with magnitudes from 5.3 to 7.9 are selected for dynamic analysis in order to assess applicability of the earthquakes for domestic seismic design. The assessment is performed using the seismic spectrum analysis of energy and acceleration. Based on results of the analysis, four acceleration time histories, which satisfy the Korean design standard response spectrum, are proposed. From the dynamic analysis using earthquake magnitudes from 6.4 to 7.9, it is found that horizontal displacements corresponding to earthquake magnitudes greater than 7 are two times larger than those with magnitude 6.5. Therefore, it can be stated that use of strong earthquakes, such as Miyagiken-ken-oki earthquake (Ofunato, $M_{JMA}=7.4$) and Tokachi-oki earthquake (Hachinohe, $M_{JMA}=7.9$), for the seismic design in Korea is not applicable, and may prove to be excessively conservative due to overestimated seismic force. From the dynamic analyses using the proposed acceleration time histories, effects of caisson quay wall dimension and the subsoil condition are investigated as well. The simplified design charts to evaluate horizontal displacements of caisson quay wall are also proposed based on earthquake magnitude 6.5 that is appropriate in Korea.

Estimation of Ultimate Pullout Resistance of Soil-Nailing Using Nonlinear (비선형회귀분석을 이용한 가압식 쏘일네일링의 극한인발저항력 판정)

  • Park, Hyun-Gue;Lee, Kang-Il
    • Journal of the Korean Geosynthetics Society
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    • v.15 no.2
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    • pp.65-75
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    • 2016
  • In this study, we constructed a database by collecting field pullout test data of the soil nailing using pressurized grouting, and suggested a method to estimate the ultimate pullout resistance using nonlinear regression analysis to overcome the problems of ultimate pullout resistance estimation using graphical methods. The load-displacement curve estimated by nonlinear regression showed a very high correlation with the field pullout test data. Estimated ultimate pullout load by nonlinear regression method was average 29% higher than estimated ultimate pullout load using previous graphical method. A sigmoidal growth model was found to be the best-fitting nonlinear regression model against rapid pullout failure. Further, an asymptotic regression model was found to be the best fit against progressive nail pullout. The unit ultimate skin friction suggested in this research reflected in the domestic geotechnical characteristics and the specifications of the pressurized grouting method. This research is expected to contribute towards establishing an independent design standard for the soil nailing by providing solutions to the problems that occur when using design charts based on foreign research.