• Journal of the Korean Geotechnical Society
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• v.27 no.10
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• pp.5-12
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• 2011

This study was focused on the reactivity of furnace slag against cadmium to design the vertical drain method with reactive column for improving contaminated sea shore sediment. The kinetic sorption test was performed by changing the initial concentration and pH. Using pseudo-second-order model, the reactivity of furnace slag was quantitatively analyzed. Equilibrium removal amount ($q_e$) of furnace slag increased and rate constant ($k_2$) decreased with the increase of initial cadmium concentration. With the increase of pH, the equilibrium removal amount ($q_e$) and rate constant ($k_2$) increased in the same initial concentration. Required retention time was related to the inverse of the product of the equilibrium removal amount ($q_e$) multiplied by rate constant ($k_2$). The required retention time could be used to design the length of reactive column.

• Pediatric Infection and Vaccine
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• v.6 no.2
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• pp.261-266
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• 1999

Vancomycin-resistant enterococcus(VRE) was first isolated from various specimens of patients with renal failure or leukemia in 1988. Thereafter VRE has been increasing gradually and became one of the clinically important palhogenic organisms currently. We experienced a case of E. faecalis sepsis in a 4 day old neonate. She was born at 39 weeks gestational age with 2,900gm weight by Cesarean section delivery due to breech presentation. She had had swelling and motion limitation of the left knee joint with fever for one day at age of 4 day and was transfered to our hospital. Ultrasonographic examination of her left knee joint showed some inflammatory change. E. faecalis was isolated from the blood. The organism showed resistance to vancomycin on drug susceptibility test using BHI agar screening test and disk diffusion method. After treatment with ampicillin-sulbactam for 3 weeks the baby was improved. Although VRE infection has been considered rare in Korea. considerable number of demonstrative studies about VRE isolation have been reported recently thus adequate countermeasures are needed to reduce the emergence and prevent nosocomial spreading of this organism.

• Journal of Digital Convergence
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• v.16 no.5
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• pp.185-197
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• 2018

The purpose of this study is to analyze the Korean ETF market, which is experiencing a rapid increase in the number of stocks, to identify the degree of investment efficiency and to present investment directions. The methodology and procedure are ETF yield, change trends, correlation and regression analysis of the ETFs traded between 2010 and 2018. As a result, the total return of domestic ETFs was 3.51%, which was lower than the KOSPI growth rate and the return on equity ETFs was 4.03%, which was low. Leverage ETF yields were below 3%, which was low. The return on bond and currency ETFs was less than 1%. The most profitable ETFs were index ETFs, followed by domestic and leveraged ETFs. This study has contributed to establishing considerations when purchasing ETFs from the viewpoint of investors. Future research will present the direction of ETF investment more precisely.

• Journal of the Korean GEO-environmental Society
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• v.16 no.1
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• pp.29-36
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• 2015

Current domestic research is to demonstrate the effectiveness and efficiencies of flood prevention measures through one-dimensional numerical analysis and this study's object is to help water managers to make the efficient decisions by applying the two-dimensional urban run off model XP-SWMM model in the flooded area and comparing with the flood prevention measures. Statistics were analyzed, based on the data collected from Cheongju Weather Service from 1967 to 2011 for 45 years. 50 years Flood frequency simulations of water flow capacity analysis of the target area for flooded areas $539,548m^2$, inundation depth 1.0 m, was analyzed by inundation time of 48 minutes. When comparing with the constructions of bypass road and underground storage facilities to increase the water flow capacity of A1 small drainage areas as flood protection, if you install a batching target underground detention basin with a capacity of $13,500m^3$, it is expected that the flood by rainfall with frequency of 50 years will be resolved completely. In preparation for extreme weather in the future flood mitigation measures, underground storage tank installation is considered a better efficient way.

• Proceedings of the Korean Vacuum Society Conference
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• 2016.02a
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• pp.352.1-352.1
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• 2016

양자점은 나노미터 크기의 반도체 결정으로 밴드갭에 따라 광학적, 전기적 성질이 달라지는 독특한 성질을 가지는 형광물질으로 활발히 연구되고 있다. 중금속을 기반으로 한 양자점은 높은 발광효율과 광안전성을 가지며, 가시광선 영역에서 빛을 내는 특징을 가지고 있다. 그러나 중금속을 사용하기 때문에 독성이 있어 인체나 환경에 유해하여 응용 연구에 제한적이다. 반면에, 탄소 기반의 양자점은 중금속 기반의 양자점과 비슷한 성질을 가질 뿐만 아니라, 높은 용해도와 낮은 독성으로 인해 생체적합성이 높다는 장점이 있다. 이를 이용하여 발광다이오드(LEDs), 태양전지, 광촉매 뿐만 아니라 바이오이미징, 바이오센서 등 생물학분야에도 응용 될 수 있다. 본 연구에서는 Bottom-up 합성 방법으로 유기전구체를 이용하여 질소를 함유하고 있는 양친매성 탄소 양자점(N-GQDs)을 합성하였다. 합성에 사용한 유기전구체는 기존에 보고된 유기전구체와 다르게 반응 진행 중에도 pH 측정 결과 중성을 나타내며, 반응 온도($225^{\circ}C$)와 유사한 온도에서도 pH 값은 여전히 6.0 이상의 값을 나타냈다. 중성을 띄는 특징으로 인해 추가적인 산제거 과정이나 표면안정화 과정이 필요 없다는 장점을 가지고 있다. 합성된 N-GQDs는 높은 결정성의 원형구조를 가지며, 원자힘현미경(AFM) 분석을 통해 높이가 ~ 1.5 nm 미만으로 3층 이하의 두께로 형성되었음을 확인하였다. 또한, 적외선 분광법(FT-IR) 분석을 통해 O-H기, 방향족 고리의 C = C (또는 C = N)기 및 C-N기가 각각 ~3250, ~1670과 ~1140 cm-1에서 확인할 수 있다. 합성된 양자점을 유기태양전지의 active layer에 소량(2 wt%) 첨가하여 양자점의 광학적, 전기적 성질을 확인하였다. 비교군 유기태양전지보다 N-GQDs가 첨가된 유기태양전지의 외부양자효율(PCE)이 7.3%에서 8.4%로 약 20%가 증가하는 것을 보였다. 이는 양자점이 상대적으로 흡수가 약한 단파장 영역의 빛을 흡수하고 PL을 내어 active layer로 에너지 트랜스퍼 현상이 일어나 전자전달을 원활하게 해 주기 때문이다. 앞으로 본 연구의 가능성과 추가적인 연구를 통해 더 많은 분야에 응용되기를 기대한다.

• Journal of the Korean GEO-environmental Society
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• v.2 no.4
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• pp.63-72
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• 2001

As construction cases on soft ground are increasing, the necessity of ground improvement is also increasing. Granular pile is one of the methods for soft clay and for loose sandy soil. In our country, SCP(Sand Compaction Pile) method using sand material has been mainly used to improve soft ground, but Granular pile with crushed-stone was not used much. However, alternative material such that crushed-stone is needed to substitute for sand due to the environmental and economical problems. In this study, staged load test and consolidation test were performed in the laboratory to observe the behavior of soft ground improved by Granular pile. In order to evaluate the characteristics such as bearing capacity, drainage, and settlement, sand and crushed-stone were applied as each pile material. The test results show that crushed-stone has higher bearing capacity and less settlement than those of sand under similar pore water pressure condition. Therefore, crushed-stone is determined to be appropriate as substitute for sand.

• Journal of the Korean Geotechnical Society
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• v.15 no.6
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• pp.111-120
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• 1999

Leachate flow behavior due to intermediate cover soil of low hydraulic conductivity and the applicability of pumping method for reducing the leachate level in the landfill are analyzed with the numerical flow model, MODFLOW. Using the hydraulic conductivity and storativity data obtained from the field pumping and slug tests(Jang and Cho, 1999), the hydraulic condition within the landfill is validated. The optimum rate of pumping, the radius of influence, and the efficiency of horizontal drain are analyzed for reducing the leachate level in the landfill. From the results of the analyses, the barrier effect that the buried cover soil of low hydraulic conductivity prevents the vertical movement of leachate flow through the cover soil, which is found from the in-situ geotechnical studies(Jang and Cho, 1999), is identified again. Also, the installation of horizontal drains to the pumping well can increase the pumping rate from 120 ton/day per a well to 300 ton/day. The length of horizontal drain did not influence significantly on the drawdown-time curve of leachate in the landfill.

• Journal of the Korean Geotechnical Society
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• v.15 no.6
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• pp.121-130
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• 1999

The objective of this study is to perform finite element analyses(FEA) using the anisotropic hardening constitutive model on the basis of the total stress concept. An anisotropic hardening model was then developed to solve the problem and its mathematical formulations and experimental verifications were also described. In a companion paper, the constitutive equation will be formulated for accurate and efficient solutions of FEA, and coded into a nonlinear analysis program, and finally a field problem will be analyzed. The proposed model includes the failure criterion of a von Mises type and the anisotropic hardening rule based on the generalized isotropic hardening description, which can model the nonlinearity and the anisotropy of the stress-strain relationship. As a result this study could verty the experimental results for UU triaxial tests, CU triaxial tests for overconsolidated samples, and anisotropic loading tests with the rotation of principal stress axes for $K_0$consolidated samples.

• Journal of the Korean Geotechnical Society
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• v.31 no.9
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• pp.17-27
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• 2015

We perform a series of experimental tests to evaluate whether the shear strength of clean sands can be reliably predicted from shear wave velocity. Isotropic drained triaxial tests on clean sands reconstituted at different relative densities are performed to measure the shear strength and bender elements are used to measure the shear wave velocity. Laboratory tests reveal that a correlation between shear wave velocity, void ratio, and confining pressure can be made. The correlation can be used to determine the void ratio from measured shear wave velocity, from which the shear strength is predicted. We also show that a unique relationship exists between maximum shear modulus and effective axial stress at failure. The accuracy of the equation can be enhanced by including the normalized confining pressure in the equation. Comparisons between measured and predicted effective friction angle demonstrate that the proposed equation can accurately predict the internal friction angle of granular soils, accounting for the effect of the relative density, from shear wave velocity.

• Journal of Korean society of Dental Hygiene
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• v.20 no.1
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• pp.29-39
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• 2020

Objectives: This study was to examine the association of sugar-containing snacking habits with dental caries and periodontal diseases. Methods: This study was conducted on 2,807 adults who answered both oral examination and food intake frequency survey in the data of 2015 Korea National Health and Nutrition Examination Survey. The intake frequency of sugary snacks was selected from 17 kind of snacks, which had high sugar content and could affect oral disease. We used the complex sample logistic regression using SPSS 23.0 confirmed the correlation of sugary snack intake frequency and oral diseases. Results: 16.9% of all adults had a sugary snack at least three times a day. 20.7% of dental caries patients and 25.8% of people with periodontal diseases consumed sugary snacks more than three times a day. Especially, periodontal diseases were 1.51 times higher(p=0.008) in three or more consuming snacks group than that who ingested sugary snacks less than six times a week, by correcting the general characteristics and oral health behaviors. Conclusions: Oral health in adults affects oral health in old age, so from a public health perspective, integrated intervention is required to manage the self-cultivation health and to create correct eating habits.