• 한국세라믹학회지
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• 제54권5호
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• pp.413-421
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• 2017

In this work, we studied a fluorite structure oxides: Yttria stabilized zirconia, (YSZ); Gd doped $CeO_2$ (GDC); erbia stabilized $Bi_2O_3$ (ESB); Zr doped erbia stabilized $Bi_2O_3$ (ZESB); Ca doped erbia stabilized $Bi_2O_3$ (CESB) in the temperature range of 250 to $600^{\circ}C$ using electrochemical impedance spectroscopy (EIS). As is well known, grain boundary blocking effect was observed in YSZ and GDC. However, there is no grain boundary effect on ESB, ZESB, and CESB. The Nyquist plots of these materials exhibit a single arc at low temperature. This means that there is no space charge effect on ${\delta}-Bi_2O_3$. In addition, impedance data were analyzed by using the brick layer model. We indirectly demonstrate that grain boundary ionic conductivity is similar to or even higher than bulk ionic conductivity on cubic bismuth oxide.

• 수산경영론집
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• 제53권4호
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• pp.15-26
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• 2022

This paper analyzed the price stabilization before and after the fisheries outlook project for seaweed, flatfish, and abalone. First, the stabilization effect was analyzed through the price variation coefficient before and after the observation project. In terms of the variation coefficient, there was no effect that the price was stabilized through the seaweed outlook project. However, it can be seen that flatfish and abalone have a price-stabilizing effect. Second, as a result of analyzing the price stabilization effect through the improved ARMA-T-GARCH model, it was confirmed that seaweed was not statistically significant while flatfish and abalone had a price stabilization effect by statistically significantly reducing volatility of real prices after the introduction of the fisheries outlook project. Third, as a result of analyzing the factors affecting price stability, it was found that the price of seaweed was stabilized after the WTO, but the Japanese earthquake expanded the price volatility. In the case of flatfish, it was analyzed that the price stabilized after the WTO and the Great Japanese Earthquake. Finally, the price of abalone has stabilized since the WTO and the Great Japanese Earthquake.

• Geomechanics and Engineering
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• 제28권1호
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• pp.35-48
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• 2022

The effect of discrete polypropylene fibre reinforcement on shear strength parameters, tensile properties and isotropic index of stabilized compacted residual subgrade was investigated. Composites of compacted subgrade were developed from polypropylene fibre dosage of 0%, 1%, 2.5% and 4% and 3% cement binder. Saturated compacted soil benefited from incremental fibre dosage, the mobilized friction coefficient increased to a maximum at 2.5% fibre dosage from 0.41 to 0.58 and the contribution due to further increase in fibre dosage was marginal. Binder stabilization increased the degree of isotropy for unreinforced soil at lower fibre dosage of 1% and then decreased with higher fibre dosage. Saturation of 3% binder stabilized soil decreased the soil friction angle and the degree of isotropy for both unstabilized and binder stabilized soil increased with fibre dosage. The maximum tensile stress of 3% binder stabilized fibre reinforced residual soil was 3-fold that of 3% binder stabilized unreinforced soil. The difference in computed and measured maximum tensile and tangential stress decreased with increase in fibre dosage and degree of stabilization and polypropylene fibre reinforced soil met local and international criteria for road construction subgrade.

• Food Science and Biotechnology
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• 제17권1호
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• pp.8-14
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• 2008

The influence of salt concentration on the stability of sodium caseinate (CAS)-stabilized emulsions (20 wt% corn oil, 3.2 wt% CAS, 5 mM imidazole/acetate buffer, pH 7) was examined. In the absence of salt, laser diffraction measurements and optical microscopy measurements indicated there were some large oil droplets ($d>10\;{\mu}m$) in the emulsions stabilized by 0.8 to 3.2 wt% of CAS. The droplet aggregation (mostly droplet coalescence) observed in the emulsions containing ${\leq}2.8\;wt%$ CAS tended to decrease as the CAS concentration increased, however, after which concentration (at 3.2 wt% CAS) depletion flocculation occurred. The addition of $CaCl_2$ (5-20 mM) into the emulsions stabilized by 3.2 wt% CAS prevented the depletion flocculation although there was a small fraction of relatively large individual droplets in the emulsions, which was attributed to electrostatic screening effect and bridging effect of calcium ion. This study has shown that calcium ion that has been reputed to promote droplet aggregation could improve emulsion stability against droplet aggregation in CAS-stabilized emulsions.

• Geomechanics and Engineering
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• 제23권1호
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• pp.31-38
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• 2020

Soil-cement stabilization is a type of ground improvement method which has been used to improve the engineering properties of soil. The unconfined compression test is the commonly used method to evaluate the quality of the stabilized soil due to its simplicity, reliability, rapidity and cost-effectiveness. The main objective of this study was to evaluate the effect of recovered carbon black (rCB) on the strength characteristic of cement-stabilized sand. Various rCB contents and water to cement ratios (w/c) were examined. The unconfined compression test on stabilized sand with different curing times was also conducted for a reconstituted specimen. From the test result, it was found that the compressive strength of cement-stabilized sand increased with the increase of the rCB content up to 3% and the curing time and with the decrease of the w/c ratio, showing that the optimum rCB concentration of the tested stabilized sand was around 3%. In addition, a prediction equation was suggested in this study for cement-stabilized sand with rCB as a function of the w/c ratio and rCB concentration at 14 and 28 days of curing.

• International Journal of Railway
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• 제7권4호
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• pp.91-93
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• 2014

In these days, use of proper soils for construction materials become more limited, but wasted soils are abundant; therefore, the method which can use wasted soil such as soft clay has been investigated. Air-foamed stabilized soil has been used widely, but never been used as a subgrade material. The aim of this study is to verify the use of air-foamed stabilized soil as the subgrade construction material. Several wasted soils such as soft clay was selected to make air-foamed stabilized soil mixtures. The air-foamed stabilized mixture design was conducted to find the optimum quantity of stabilizing agent (cement) and air-foamed, and the effect of cement quantity and air-foamed quantity on strength of air-foamed stabilized soil mixtures base on the test results of unconfined compression test was investigated. As the quantity of cement is increased, the strength is increased, but the quantity of air-foamed is increased and the strength is decreased. Elastic moduli based on unconfined compression strength were obtained to use as subgrade of railway track design.

• 한국산학기술학회논문지
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• 제15권6호
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• pp.3923-3930
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• 2014

본 연구에서는 광양 ${\bigcirc}{\bigcirc}$산업단지 공사현장내의 도로 및 구조물 시공구간 중 연구대상 3구간을 선정하여 지반의 물리 역학적 특성을 분석하고 구조물 시공조건, 고화처리 단면조건에 따라 Midas-GTS를 통해 압밀해석과 지지력 산정을 수행하였다. 도로 및 구조물이 시공되는 연약점토지반의 침하 및 지지력 개선방안으로 고화처리공법 적용 시 지반의 안정성 개선효과와 고화처리단면에 따른 침하 및 지지력 개선효과를 분석하였다. 연약점토지반에 고화처리공법을 적용 시 침하 및 지지력 개선효과가 뛰어난 것으로 나타났으며 특히, 고화처리공법 적용 후 압밀침하량이 최소 53%에서 최대 82%까지 감소하여 압밀침하 억제효과가 우수한 것으로 나타났다. 고화처리 폭이 설치 구조물 폭의 2배 이상인 경우 고화처리 폭이 증가하여도 압밀침하 억제효과는 1~7%정도로 미소한 것으로 나타났다. 또한, 고화처리 폭 6m, 심도 1m이상 적용시 고화처리 전보다 허용지지력이 2.3~3.3배정도 크게 증가한 것으로 나타나 고화처리공법을 적용하면 지지력 증대효과가 매우 우수함을 알 수 있었다.

• 대한전자공학회논문지
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• 제14권5호
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• pp.22-28
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• 1977

This is a design and analysis of the D.C. highly stabilized power source. This appratus has 10**-7 order of the voltage regulation and 40V, 1.5A, continuosly variable D.C. output. Authors inspected the effect of the OP Amp, FET and the load circuit to the stationary and transient characteristics of the apparatus. Authors found that it is a useful method for high performance of the stabilized power source to utilize IC OP Amp and FET as the elements of it.

• Applied Microscopy
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• 제38권3호
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• pp.259-264
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• 2008

소취 및 소독제로서 사용되어온 안정화 이산화염소($S-ClO_2$)의 조직에 대한 부패억제 효과를 확인하고자 본 연구를 수행하였다. 실험을 위해 8주령 SD계 흰쥐 콩팥(kidney)을 사용하였고, 안정화 이산화염소를 처리하지 않은 대조군과, 안정화 이산화염소의 분말과 수용액을 처리한 실험군으로 구분하여 광학 및 전자현미경으로 관찰하였다. 광학현미경 관찰 결과, 부패양상은 시간경과에 따라 토리, 보우만주머니 및 세뇨관을 구성하는 세포의 핵과 세포사이 경계가 불분명해지며, 세뇨관의 경우 신장되었다가 결국에 수축되었다. 대조군의 1일군부터 괴사(necrosis)가 시작되어 3일군 이후는 전체적인 조직 괴사로 형태를 구별하기 어려웠다. 실험군에서 3일군의 경우, 조직의 전반적 형태와 괴사정도가 대조군의 1일군과 유사하였다. 전자현미경 관찰 결과, 시간경과에 따라 세포소기관 및 미토콘드리아의 부분적 붕괴로 시작되어 결과적으로 모든 세포내소기관이 붕괴되었다. 대조군의 1일군에서 세포소기관의 부분적 붕괴가 관찰되었으며, 실험군의 3일군에서 세포소기관 및 미토콘드리아의 부분적 붕괴 현상이 관찰되었다. 대조군의 3일군 이후에서는 세포소기관을 구별할 수 없었다. 이상의 연구 결과에서 $37^{\circ}C$, 습도 $80{\pm}5%$에서 안정화 이산화염소($S-ClO_2$)가 부패와 변성을 억제하는 부패억제제로서 효과가 있고, 억제 정도는 실험군의 3일군이 대조군의 1일군에 해당하는 것으로 보아 최소 2일 정도의 부패억제 효과가 있는 것으로 확인되었다.

• 한국응용과학기술학회지
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• 제26권2호
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• pp.171-178
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• 2009

A comparative analysis of the hindered amine light stabilizers (HALS) and UV abosrber (UVA) and their respective photostabilizing effect on wood plastic composites (WPCs) are reported in this study. The influence of accelerated weathering on the mechanical properties of the composites and the microscopic morphology of a degraded layer on the cross section and the surface were studied. UV absorbers were more efficient at preventing composite lightening than was UV stabilizer. The amount of whitening decreased with the increase of photostabilizers. With the addition of a UV absorber (Tinuvin360), the tensile modulus and strength of the composites increased slightly. However, the addition of a light stabilizer (Tinuvin770) and a UV absorber decreased the tensile modulus and strength of the composites. After 250 and 500 hr exposure, tensile modulus and strength of the un stabilized and stabilized composites decreased. The tensile strength of UV absorber (Chimassorb81)-stabilized composites was significantly greater than that of control and light stabilizer (Tinuvin770)- and UV absorber (Tinuvin360)-stabilized composites. UV absorber-stabilized samples showed less whitening and photodegradation than control and light stabilizer-stabilized samples.