• 한국산림과학회지
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• 제88권3호
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• pp.335-341
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• 1999

만성적인 대기오염의 영향을 받고 있는 여천산업단지 지역에서 15개 해송임분을 선정하여 당년생 엽과, 1년생 엽중 수용성 유황의 축적과 질소, 인, 칼륨, 칼슘, 마그네슘 등 무기양료의 함량변화를 파악하였다. 수용성 유황 함량은 당년생 엽이 0.11% - 0.35%. 1년생 엽이 0.13% - 0.32%로서 전 지역에서 대조지역보다 높았다. 질소의 강우 당년생 엽은 0.60% - 1.42%로써 7개 지점에서, 1년생 엽은 0.58% - 0.88%로써 전 지역에서 대조구에 비해 그 함량이 낮아 1년생 엽에서의 질소 결핍이 뚜렷하였다. 인과 칼륨의 경우에는 일부 지역에서 대조구에 비하여 함량이 낮은 수준을 보였다. 칼슘은 당년생 엽에서는 0.12% - 0.35%로 8개 지역에서, 1년생 엽에서는 0.20% 0.37%로써 9개 지역에서 대조구보다 낮았다. 마그네슘은 당년생 엽에서 0.08% - 0.15%로 2개 지역에서, 1년생 엽에서는 0.06% - 1.11%로써 12개 지역에서 결핍증세를 보였다. 대조구를 제외한 15개 지점에 대해서 각 분석 항목이 상관관계를 살펴본 결과 당년생 엽의 경우에 칼슘과 마그네슘은 유황이 축척될수록 유의적으로 감소하였다. 1년생 엽의 경우에는 질소, 칼륨, 칼슘, 마그네슘의 함량이 수용성 유황함량과 유의적인 부의 상관을 나타내 여천산업단지에서 배출되는 황화합물의 퇴적이 해송의 양료상태를 교란시켜 해송림의 쇠퇴에 영향을 미치는 것으로 파악되었다.

• 한국응용과학기술학회지
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• 제26권4호
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• pp.385-393
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• 2009

Different types magnesium hydroxide groups have been obtained using the hydrothermal precipitation technique from magnesium sulfate and calcium carbonate solution. The Mg atom coordinated around O atom of ${SO_4}^{2-}$ in another layer to form a multi-layer structure crystal. The influence of synthesis parameters on the morphological characteristics and size of magnesium hydroxide groups precipitated in aqueous were investigated such as different of additive and pH. Magnesium hydroxide groups were decomposed gradually and converted finally to MgO particles after heated in air temperature up to $1050^{\circ}C$. The particle size and it's distribution morphology, crystal phase and thermal behavior of the samples were characterized through XRD, SEM, EDS, and TG/DTA.

• 한국분말재료학회지
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• 제18권3호
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• pp.283-289
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• 2011

Magnesium hydroxide sulfate hydrate whiskers ($5Mg(OH)_2{\cdot}MgSO_4{\cdot}3H_2O$, abbreviated 513 MHSH) were prepared using hydrothermal reaction with magnesium oxide (MgO) and magnesium sulfate ($MgSO_4{\cdot}7H_2O$) as the starting materials. The effects of the molar ratio of $MgSO_4$/MgO and amount of $NH_4OH$ were studied. As a result, 513 MHSH whiskers co-existed with hexagonal plate $Mg(OH)_2$ at low concentration of $SO_4^{2-}$. The molar ratio of $MgSO_4{\cdot}7H_2O$/MgO was 7:1, uniform 513 MHSH whiskers were formed without impurity such as $Mg(OH)_2$. Appropriate amount of $NH_4OH$ has affected to formation of high quality MHSH. Their morphologies and structures were determined by powder X-ray diffraction (XRD) scanning electron microscopy (SEM) and thermo-gravimetric analyzer (TGA).

• The Korean Journal of Pain
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• 제31권2호
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• pp.93-101
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• 2018

Background: Magnesium is one of the effective, safe local anesthetic adjuvants that can exert an analgesic effect in conditions presenting acute and chronic post-sternotomy pain. We studied the efficacy of continuous infusion of presternal magnesium sulfate with bupivacaine for pain relief following cardiac surgery. Methods: Ninety adult patients undergoing valve replacement cardiac surgery randomly allocated into three groups. In all patients; a presternal catheter was placed for continuous infusion of either 0.125% bupivacaine and 5% magnesium sulfate (3 ml/h for 48 hours) in group 1, or 0.125% bupivacaine only in the same rate in group 2, versus conventional intravenous paracetamol and ketorolac in group 3. Rescue analgesia was iv $25{\mu}g$ fentanyl. Postoperative Visual Analog Scale (VAS) and fentanyl consumption during the early two postoperative days were assessed. All patients were followed up over two months for occurrence of chronic post-sternotomy pain. Results: VAS values showed high significant differences during the first 48 hours with the least pain scale in group 1 and significantly least fentanyl consumption ($30.8{\pm}7{\mu}g$ in group 1 vs. $69{\pm}18{\mu}g$ in group 2, and $162{\pm}3$ in group 3 respectively). The incidence of chronic pain has not differed between the three groups although it was more pronounced in group 3. Conclusions: Continuous presternal bupivacaine and magnesium infusion resulted in better postoperative analgesia than both presternal bupivacaine alone or conventional analgesic groups.

• 한국구조물진단유지관리공학회 논문집
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• 제21권1호
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• pp.109-116
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• 2017

본 연구는 플라이애시 및 고로슬래그 미분말을 활용하여 알칼리 활성화 결합재로 제조된 모르타르 및 페이스트 샘플의 황산염 저항성을 평가하고 황산염 침투에 대한 고저항성 결합재를 제시하는 것이다. 이를 위하여 플라이애시 및 고로슬래그미분말 등의 광물질 혼화재를 결합재로 활용하여 고로슬래그미분말 치환율을 30, 50 및 100%로 제작하였다. 규산나트륨 모듈 $Ms[SiO_2/Na_2O]$은 1.0, 1.5 및 2.0으로 조정하였으며, 10% 황산나트륨, 10% 황산마그네슘, 10% 질산마그네슘 및 5% 질산마그네슘+5% 황산나트륨 용액에 각각 침지시키고, 황산염 저항성을 평가하기 위하여 압축강도, 질량변화율, 길이변화율 및 X선 회절분석을 측정하였다. 그 결과 10% 황산나트륨, 10% 질산마그네슘 및 5% 질산마그네슘+5% 황산나트륨에 침지한 경우에는 모든 시험조건에서 장기적인 강도발현과 질량 및 길이변화율이 작아 저항성이 우수한 것으로 나타났으나, 10% 황산마그네슘에 침지한 경우에는 장기적인 강도저하와 질량 및 길이변화가 크게 나타났으며, 그 경향은 고로슬래그 미분말 치환량 및 Ms비가 증가할수록 현저하였다. 이것은, X선 회절분석 결과 황산마그네슘 용액 침지에서는 gypsum($CaSO_4{\cdot}2H_2O$) 및 brucite(MgOH)생성되어 내부조직이 팽창하는 것에 의한 것으로 확인되었다. 결론적으로 일정 농도의 ${SO_4}^{2-}$이 존재하는 조건에서 $Mg^{2+}$가 추가로 존재할 경우 열화현상은 가속화되는 것을 알 수 있다.

• 한국농공학회지
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• 제27권2호
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• pp.57-71
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• 1985

The characteristics of compaction and unconfined compressive strength were investigated by mixing with lime to all soils adjusted by given percentages of two kinds of clays to sand to obtain the most effective distribution of grain size and the optimum lime content for soil stabilization. In addition, unconfined compressive strength and durability tested by adding of sodium metasilicate, sodium sulfate, sodium carbonate, sodium gydroxide and magnesium oxide to lime-soil mixture mixed with 8 percent lime to adjusted soil having the mixing percentage of 60 percent of cohesive black clay and 40 percent of sand by weight to get the effect and the optimum content of chemicals. The results obtained were as follows; 1.With the addition of more lime, the optimum moisture content was increased, and the maximum dry density was decreased, whereas the more the amount of clay and the less was the maximum drt density. 2. In the soil having more fine grain size the unconfined compressive strength was larger in the earlier stage of curing period, in accordance with the longer period, the mixing percentages of sand to clay showing the maximum unconfined compressive strength, on the basis of 28-day strength, were 60% : 40% (black clay) and 40% : 60% (brown clay) respectively. 3. The reason why the soil adjusted with black clay was remarkably bigger in the unconfined compressive strength than ones adjusted with brown clay for all specimen of lime-soil mixture was the difference in the kind of clay, the amount of chemical compositions the value of pH. Black clay was mainly composed of halloysite that reacted with lime satisfactorily, whereas the main composition of brown clay was kaolinite that was less effect in the enhance of unconfined compressive strength. Also the difference of unconfined compressive strength was because black clay was larger in the amount of composition of calcium oxide and magnesium oxide in the value of pH affecting directly on the unconfined compressive strength of lime-soil mixture than brown clay. 4. In the lime-soil mixture mixed with 8 percent of lime to soil that mixing percentage of sand to black clay was 60% : 40%, on the standard of 7-day strength, the effect of chemical was arranged in the order of magnesium oxide, sodium carbonate, sodium sulfate, sodium hydroxide and sodium metasilicate. 5. The optimum amount of chemical being applicable to the maximum unconfined compressive strength of lime-chemical-soil mixture was 1 percent by weight for air dry soil in the case of adding sodium carbonated and 0.75 percent on sodium hydroxide, the unconfined compressive strength was increased continuously with increase of the amount of chemical up to 2 percent of chemical content is the lime-chemical-soil mixture added sodium metasilicate, sodium sulfate and magnesium oxide. 6. It was considered that the chemical played and accelerant role of early revelation of strength because the rate of increase of unconfined compressive strength of all of lime-chemical-soil mixtures was largest on the 7-day cured specimen. 7. The effect of test on freezing and thawing after adding suitable amount of chemical on the lime-soil mixture mixed with 8 percent of lime to soil that mixing percentage of sand to black clay was 60% : 40% was arranged in the order of magnesium oxide, sodium carbonate, sodium sulfate, sodium metasilicate and sodium hydroxide.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.683-688
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• 2001

In case of constructing the concrete structures under seawater environment, the concrete suffers from deterioration due to penetration of various ions such as chloride, sulfate and magnesium in seawater. Tn the present study, Immersion tests with artificial seawater were carried out to investigate the resistance to seawater attack of antiwashout underwater concrete. From the results of compressive strength, it was found that blended cement concrete due to mineral admixtures such as fly ash(FA) and ground granulated blast-furnace slag(SGC), were superior to ordinary portland cement concrete with respect to the resistance to seawater attack. Moreover, XRD analysis indicated that the formed reactants of ordinary portland cement paste by sulfate and magnesium ions led to the deterioration of concrete. As expected, however, the blended cements with FA or SGC have a good resistance to seawater attack. This paper would discuss the mechanism of seawater deterioration and benefical effects of antiwashout underwater concretes with mineral admixtures.

• Journal of Microbiology and Biotechnology
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• 제5권2호
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• pp.96-99
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• 1995

Addition of l00mM $MgSO_4$ to a cell culture after 54 hours resulted in a 2.4-fold increase in the sisomicin titre compared to a control to which no $MgSO_4$ was added, and a considerable amount of intracellular sisomicin was liberated outside the cells. The occurrence of product inhibition in fermentation was confirmed by a reduction in net sisomicin production with increasing amounts of added sisomicin without addition of $MgSO_4$. All added sisomicin was bound to sisomicin-free cells in the absence of $MgSO_4$, whereas approximately 40% of added sisomicin was bound with the addition of l00mM $MgSO_4$. Under conditions of no enzmye synthesis, maintained by adding chloramphenicol to exclude product repression, sisomicin was produced in the presence of 100 mM $MgSO_4$ but little sisomicin was produced in the absence of $MgSO_4$.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.221-224
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• 2006

This paper reports a study carried out to investigate sulfate attack caused by cation type(sodium, magnesium) accompanying $SO_4^{2-}$ ions in sulfate solutions. The sulfate attack of mortar specimens was evaluate using the visual appearance, compressive strength loss and expansion. In addition, at the end of 360 days, the products of sulfate attack and the mechanism of attack were investigated through x-ray diffraction.

• 한국환경농학회지
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• 제17권1호
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• pp.11-15
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• 1998

이 연구는 담수토양 조건에서 토양에 처리된 carbofuran이 시간의 경과에 따라 분해될 때 토양에 존재하는 미생물적 요인이 carbofuran의 분해에 기여하는 정도를 분석하고, 토양내 유기탄소의 양이 비교적 풍부할 때 토양에 존재하는 황산염 성분이 carbofuran의 분해 속도에 미치는 영향을 평가하기 위한 것으로서, 1996년 3월 하순 경기도 시흥시의 논에서 채취한 토양을 대조토양으로 하여 이 대조토양에 cellulose와 황산염의 첨가와 멸균 처리를 하여 대조토양, 멸균토양, 10%의 cellulose 첨가 토양, 10% cellulose와 1%의 황산제일철($FeSO_4 \;{\cdot}\;7H_2O$) 동시 첨가 토양, 그리고 10% cellulose와 1% 황산마그네슘($MgSO_4 \;{\cdot}\;7H_2O$) 동시 첨가 토양 등의 다섯 종류의 토양시료를 만들었다.이들 토양시료에 총 농도 50ppm가 되도록 carbofuran을 첨가하여 $25^{\circ}C$에서 4주간 배양하면서 carbofuran의 토양내 잔류량을 측정하였다.멸균토양의 carbofuran의 잔류량은 대조토양에 비해 매우많았는데(p<0.05), 4주 동안 배양시 대조토양에 비해 잔류량이 약 18% 정도 많았다. 토양내 carbofuran의 잔류량을 배양 4주 동안 측정한 결과, 10%의 cellulose와 황산마그네슘을 동시에 첨가한 토양에서 carbofuran의 잔류량이 대조토양과 10% cellulose만을 첨가한 토양이나 10% cellulose와 황산재일철 동시 첨가 토양에 비해많아서 (p<0.01), 황산염과 마그네슘 함량이 일정 농도 이상으로 높은 토양에서 carbofuran의 분해가 지연되는 결과를 나타내었다.