• Korean Journal of Food Science and Technology
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• v.32 no.1
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• pp.225-230
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• 2000

The texture profile analysis (TPA) parameters of commercial surimi-based products were evaluated at various compression test conditions. Cylindrical specimens of diameter to length (D/L) ratio of 1.0, 1.5, B.() cm/min were compressed to 50, 65 and 80% using crosshead speeds of 1.7, 3.3, 6.7 cm/min. TPA parameters of three surimi-based products (hardness-1, hardness-2, cohesiveness, springiness, chewiness and gumminess) were analyzed statistically. The TPA parameters were modified by dividing with cross section area and strain. The TPA parameters were affected by D/L and compression ratio except for crosshead speed for all three surimi-based products. The ecommended test conditions for TPA of surimi-based products seem to be D/L of 1.5, compression ratio of 80%, and crosshead speed of 1.7 to 6.7 cm/min.

• Journal of the Korean GEO-environmental Society
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• v.14 no.5
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• pp.41-47
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• 2013

Well-graded and dense soils have good engineering properties. Unsaturated soil properties such as shear strength, compressibility and permeability are closely related to the soil-water characteristic curve of the soil. Therefore it is important to study the effects of the coefficient of uniformity and the porosity on the soil-water characteristic curve of the sandy soils, which are also related to the grain size distribution and the density of the soil, respectively. In this study soil-water characteristic curves (SWCCs) for six sandy soil specimens were investigated using Tempe pressure cells. The test data were best-fitted to Fredlund and Xing equation. The obtained fitting parameters and the characteristic points of SWCCs were discussed and correlated with the porosity and the coefficient of uniformity of the specimens. The results show that the smaller the porosity of the specimen becomes, the larger the value of the residual matric suction becomes, whereas the larger the coefficient of uniformity of the specimen becomes, the larger the value of the residual matric suction becomes. Regardless of the coefficient of uniformity, the smaller the porosity of the specimen, the flatter the max. slope of SWCC.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.463-463
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• 2016

최근 도시물순환 복원 및 치 이수효과 증대를 위해 저영향개발기법(Low Impact Development) 연구가 활발하게 진행 중이다. 하지만 대부분이 수치모델을 활용한 설계프로그램 개발에 대한 연구에 집중되어 있는 실정이며, 이러한 프로그램을 활용한 설계 시 최적의 매개변수 결정에 한계가 있다. 이러한 이유로 본 연구에서는 건축형 LID 요소 중 하나인 식생여과장치(Planter Box)의 모형실험을 통해 프로그램 모의에 필요한 매개변수를 추정하고, 모의를 수행한 후 모형실험 결과와 프로그램 모의 결과를 비교하여 최종적으로 식생여과장치의 설계 매개변수를 산정하고자 한다. 식생여과장치의 모형실험을 위하여 가로 1.5m, 세로 1.5m, 높이 1.5m로 실험 장치를 제작하였으며, 강우-유출수 실험 전 시료의 침투율, 함수비 등을 체크한 후 지속시간 1시간의 재현빈도 5년, 10년, 20년, 50년에 해당하는 강우강도에 대해 실험을 수행하였다. 실험결과로 나타난 자료는 SWMM 모형과 비교분석해 모형에 적용된 매개변수의 적합성을 분석하였으며, 재현빈도 5년, 10년, 20년의 경우 $R^2$ 값이 0.88~0.97로 실험 값과 모의 값의 연관성이 높게 나타났으며, 재현 빈도 50년의 경우 0.7835로 비교적 연관성이 낮게 나타났다.

• Journal of the Korean Society of Groundwater Environment
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• v.4 no.3
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• pp.144-152
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• 1997

In this study the experiment on water retention cure was conducted by using a volumetric pressure plate extractor for two different soils (SUS and KUS). When the volumetric pressure plate extractor is used, the volume of water removed from the soil sample at each increasing pressure step can be accurately measured and retained. When pressure values are subsequently reduced, the volume of water that returns to the soil can then also be accurately measured. The hysteresis effect of water retention curve was considered in the experiment. Parameters of water retention function were estimated by fitting experimental data with three proposed equations. Results of estimation showed that parameters of Gardner, Brooks-Corey and van Genuchten equations were found to be associated with air-entry value and width of size distribution. Consequently van Genuchten equation was proved to be best fined through the measured data points.

• Applied Chemistry for Engineering
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• v.10 no.5
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• pp.672-676
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• 1999

Adsorption isotherm is the most fundamental information in adsorption separation-process. Directly from the elution profile of a peak, the elution-curve method and frontal analysis(FA) were utilized to measure the adsorption isotherm in this work. Using RP-HPLC, sample and the buffer added in mobile phase were 5'-GMP and sodium phosphate, respectively. In this experimental condition, the retention time was decreased with increase in the injected mass of sample. And the front part of a peak was very stiff, so Langmuir adsorption isotherm might be applied. By the elution-curve method, the parameters used in the isotherm were obtained by optimization method, while by the FA, the concentrations of stationary phase were measured from the elution curve and the isotherm was determined by regression analysis. Compared to FA, the consumption of sample was less, and only one or two injections were needed by the elution-curve method. Finally, the effect of concentration of sodium phosphate in mobile phase on the parameters of the isotherm was investigated.

• Korean Journal of Materials Research
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• v.6 no.8
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• pp.801-807
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• 1996

다결정 (Fe2O3)1-x(In2O3)x (x=0과 0.02)의 자기상 변환을 Mossbauer 분광방법에 의해서 연구하였다. 연구결과 분석은 시료가 각 온도에서 반강자성과 약강자성 두 개의 자기상이 공존한다는 가정하에서 행하였다. x=0 시료에서 온도 변화에 따른 Mossbauer 매개변수의 비정상적인 변화의 원인은 여러인자에 의해서 좌우되지만, x=0 시료와 비교할 때 주된 인자는 결정내의 양이온 자리에 위치하는 Fe3+와 In3+이온의 무질서한 분포로 설명할 수 있다. x=0과 0.02시료와 자기상변환온도를 각각 257$\pm$3과 205$\pm$3K로 결정하였다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.24 no.3
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• pp.159-165
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• 2012

In this study, a series of deposition tests have been performed using an annular flume and depositional parameters of natural cohesive sediments have been estimated domestically for the first time. The natural cohesive sediments for deposition tests have been collected from Kwangyang Bay and total 18 deposition tests have been carried out on different bed shear stress respectively but with the same initial concentration. Test results for natural cohesive sediments of Kwangyang bay show that minimum bed shear stress ${\tau}_{bmin}$, standard deviation ${\sigma}_1$, and time scale parameter $({\tau}_b^*-1)_{50}$ are $0.11N/m^2$, 0.68 and 0.85, respectively. Through the comparison with results of previous studies for other sediments, the results of this study are shown to be good enough to verify.

• Korean Journal of Microbiology
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• v.34 no.1_2
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• pp.51-57
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• 1998

A study was carried out to understand some parameters affecting on RAPD analysis with Lactobacillus species. From the results, we found that appearance of specific DNA bands were very influenced by the concentration of $MgCl_2$ but it was overcome by applying enough amount of Taq DNA polymerase. Other parameters such as concentrations of template DNA, random primers and Taq DNA polymerase have enhanced the production of specific DNA bands by increasing their concentration applied. However, we noticed that G/C contents of random primers did not show any correlations with number of specific RAPD bands generated but the RAPD results were heavily influenced by the characteristics of the random primers, that is, the sequences of the oli.

• Proceedings of the Korea Water Resources Association Conference
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• 2023.05a
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• pp.401-401
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• 2023

터널이나 폐기물저장소와 같은 지하 구조물 또는 지표에서부터 상당한 깊이로 설계되거나 건설되는 구조물을 계획하거나 건축할 때 구조물의 안전성에 영향을 주는 수많은 요인 중에 간과할 수 없는 것이 바로 지하수이다. 뿐만 아니라 지상 혹은 지하에서 오염이 발생하여 오염물질이 지중환경으로 유입되는 경우, 지하수 거동은 오염물의 이송·확산에 지대한 요인으로 작용한다. 최근에는 지구온난화와 같은 유례없는 기후변화를 경험하고 있고, 따라서 수자원으로써 지하수의 역할이 더욱 중요해지고 있다. 지하수의 저류와 거동은 지하매질의 특성에 지배되고 있지만, 지표 아래 자리잡고 있는 매질의 특성을 정확히 파악하기란 매우 힘들고, 따라서 지하수 거동을 해석함에 항상 불확실성이 존재한다. 전통적으로 지하매질의 특성을 이해하기 위해 다양한 지구물리탐사를 수행하여 왔고, 더욱 직접적인 관찰을 위해 시추를 수행하여, 시료를 수집·관찰하고, 시추공에서의 다양한 현장수리실험을 통해 수리특성을 알고자 하였다. 하지만 그동안의 다양한 노력에도 불구하고, 지하매질 및 지하수 거동에 대한 불확실성은 여전히 줄어들지 않고, 오히려 증가하고 있다. 따라서, 본 연구에서는 지하수 거동을 결정짓는 지하매질의 수리특성에 대한 불확실성을 정량화하기 위한 도구로써, 매개변수 보정법의 하나인 Pilot Point Method(PPM)을 소개하고자 한다. 우물 또는 관측정을 통해 관측되는 지하수의 수위는 지하매질의 특성을 반영하고 있으며, 인간이 가장 쉽게 취득할 수 있는 지하 정보에 해당한다. 지하수 수위를 이용하여 수치모형의 매개변수를 보정하게 되며, 이 때 PPM이 적용된다. Pilot points의 공간적인 분포에 따라 다양한 보정 결과가 산출될 수 있으며, 다양한 결과들을 통해 변동계수를 산정한 후 수리특성의 불확실성이 높은 지역을 나타낼 수 있다. 본 연구를 통해 얻은 결과는 물리탐사 또는 시추 작업을 위한 위치 선정의 기초자료로 활용될 수 있다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.8 no.3
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• pp.615-619
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• 2007

In this study, the MCC(modified Cam-Clay) model and the Hvorslev-MCC model, recently developed based on the critical state theory and with relatively few model parameters, were investigated by comparing the model predictions with the result of the conventional triaxial compression test strictly performed in laboratory. The discrepancy of the prediction capacities of the models exists on the heavily over-consolidated specimen. The Hvorslev-MCC model accurately predicts the peak strength envelope for heavily over-consolidated clayey specimens on the dry side of the critical state since it adopts the Hvorslev surface in the supercritical region other than the ellipse of the MCC model.