• 제목/요약/키워드: stabilizing agent

검색결과 113건 처리시간 0.022초

Conformation of Antifungal Agent Fluconazole

  • Han, Seong Jun;Kang Kee Long;Lee Sung Hee;Chung Uoo Tae;Kang Young Kee
    • Bulletin of the Korean Chemical Society
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    • 제14권2호
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    • pp.262-265
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    • 1993
  • Conformational free energy calculations using an empirical potential function and a hydration shell model (program CONBIO) were carried out on antifungal agent fluconazole in the unhydrated and hydrated states. The initial geometry of fluconazole was obtained from two minimized fragments of it using a molecular mechanics MMPMI and followed by minimizing with a semiempirical AM1 method. In both states, the feasible conformations were obtained from the calculations of conformational energy, conformational entropy, and hydration free energy by varying all the torsion angles of the molecule. The intramolecular hydrogen bonds of isopropyl hydroxyl hydrogen and triazole nitrogens and the structural flexibility are of significant importance in stabilizing the conformations of fluconazole in both states. Hydration is proved to be one of the essential factors in stabilizing the overall conformation in aqueous solution. Two F atoms of phenyl ring are not identified as an essential key in determining the stable conformations and may be responsible for the interaction with the receptor of fluconazole.

안정화제로 사용된 황산칼슘비료의 물리적 형태에 따른 토양 비소 및 수은의 안정화와 식물체 전이특성 (Transfer of Arsenic and Mercury from Stabilized Farmland Soil to Lettuce using Calcium Sulfate Fertilizer with Different Physical Properties as a Stabilizing Agent)

  • 고일하;권요셉;이민현;김정은;박소영;고주인;지원현
    • 자원환경지질
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    • 제56권5호
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    • pp.619-628
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    • 2023
  • 본 연구에서는 토양 내 비소 및 수은의 안정화제로 황산칼슘비료의 적용 가능성을 검토하였다. 아울러 황산칼슘비료의 물리적 특성(입자상, 미분상, 용액상)에 따른 비소 및 수은의 안정화 특성을 상추 재배 포트실험으로 비교?검토하였다. 34일 간의 상추재배를 통해 확인한 비소 및 수은의 전이감소 효과는 대체적으로 70% 이상인 것으로 나타나 안정화제로서의 적용성을 확인하였다. 다만, 용액상 안정화제 처리조건에서 성장한 상추의 생체량은 대조구의 46% 수준으로 가장 낮았는데, 이는 안정화제로부터 유래된 영양물질의 유효도가 극단적으로 높아 오히려 식물체 성장을 저해한 것으로 판단되었다. 토양 내 비소 및 수은의 분획특성 확인결과 수은에서만 존재형태의 변화가 크게 나타났다. 수은은 안정화 처리된 토양에서 원소수은의 감소와 잔류형/황화물 형태의 증가가 확인되었는데, 이러한 경향은 용액상 > 미분상 > 입자상의 순서로 나타났다. 본 연구를 통해 대형 교반장비의 진입이 어려운 농경지에서는 용액상 처리제의 살포만으로 안정화 효과를 얻을 수 있음을 확인하였다. 다만, 높은 영양물질 유효도로 인해 염해토양의 특성을 보일 수 있으므로, 투여량 조절을 통해 농작물 위해를 사전 제어할 필요가 있다.

표층/심층혼합처리용 굴패각 고화재의 고화성능 평가 (Stabilizing Capability of Oyster Shell Binder for Soft Ground Treatment)

  • 윤길림;김병탁
    • 한국지반공학회논문집
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    • 제22권11호
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    • pp.143-149
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    • 2006
  • 무단 매립이나 일시 야적으로 환경오염을 유발하는 굴패각을 활용한 친환경 굴패각고화재의 고화성능을 평가하는 일련의 실험연구를 수행하였다. 연구목적은 연약지반개량에 적용하기 위하여 고화재의 고화능력을 평가하고 지반개량 효과를 규명하는 것이다. 이를 위하여 굴패각 고화재 및 시멘트 고화재를 가지고 준설토사에 적용하여 양생기간 및 물/고화재 비를 다르게 변화하면서 일축압축실험을 수행하여 상호 비교하였다. 실내모형 실험을 수행한 결과,굴패 각 고화재는 표층이나 천층 및 심층혼합처리공법으로 연약지반을 개량하는 경우에 시멘트 고화재 보다 고화성능이 우수한 것으로 나타났다.

혼화재료의 치환에 따른 경량기포 콘크리트의 기초적 특성분석 (Fundamental Properties of Lightweight Foamed Concrete Depending on Admixture Incorporation)

  • 최성용;신재경;정광복;한민철;한천구
    • 한국건축시공학회지
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    • 제7권2호통권24호
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    • pp.77-83
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    • 2007
  • This study investigated the fundamental properties of the lightweight foamed concrete depending on various admixtures, and the results were summarized as following. When 20% of cement kiln dust(CKD) and 0.002% of stabilizing agent were mixed to lightweight foamed concrete, it was necessary to use a superplasticizer because flowability was decreased. However, it could reduce sinking depth which were the extensive trouble of lightweight foamed concrete. Bulk density was divided into '0.4' and '0.5' grades on KS according to unit volume weight. The compressive strength was less than that of plain concrete when admixtures were applied, but the results exceeded the minimum strength of the each grades on KS. Totally, it is found that the combination of 20% of CKD and 0.002% of stabilizing agent makes it possible to reduce a sinking depth, recycle resources, and save cost when were mixed.

L-아르기닌이 오메프라졸의 안정성에 미치는 효과 (Effect of L-arginine on the Stability of Omeprazole)

  • 이은진;한경두;신희종;김정우;김종국
    • Journal of Pharmaceutical Investigation
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    • 제27권1호
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    • pp.23-27
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    • 1997
  • To investigate the effect of L-arginine as stabilizing agent for omeprazole, the degradation rate constant of omeprazole in aqueous solution was determined at 30, 40 and $50^{\circ}C$ with various ratios of L-arginine to omeprazole. The pH of omeprazole solutions was also determined. As the amount of L-arginine increased, the pH of omeprazole solution also increased, and the solution appeared to be more stable. The omeprazole in aqueous solution could be stabilized by more than 15:1 molar ratio of L-arginine to omeprazole. The stability of omeprazole in commercial products using L-arginine or sodium phosphate dibasic as stabilizing agent was investigated. Among the commercial products, the omeprazole product prepared with L-arginine (molar ratio of L-arginine to omeprazole, 20:1) was most stable.

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A Facile Synthetic Method of Silver Nanoparticles with a Continuous Size Range from sub-10 nm to 40 nm

  • Piao, Longhai;Lee, Kyung-Hoon;Min, Byoung-Koun;Kim, Woong;Do, Young-Rag;Yoon, Sung-Ho
    • Bulletin of the Korean Chemical Society
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    • 제32권1호
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    • pp.117-121
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    • 2011
  • Size-controlled Ag nanoparticles (NPs) were prepared from the decomposition of Ag(I) carboxylates using ethanolamine derivatives as a reducing agent without an additional stabilizing agent. The size of the Ag NPs with a narrow size distribution (sub-10 nm to ca. 40 nm) was controlled precisely by varying the processing parameters, such as the type of reducing agent and the chain length of the carboxylate in the Ag(I) carboxylate. The optical properties, surface composition and crystallinity of the Ag NPs were characterized by ultraviolet-visible spectroscopy, gas chromatography-mass spectrometry, thermal gravimetric analysis, transmission electron microscopy and X-ray diffraction.

Mechanical properties of stabilized saline soil as road embankment filling material

  • Li Wei;Shouxi Chai;Pei Wang
    • Geomechanics and Engineering
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    • 제37권5호
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    • pp.499-510
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    • 2024
  • In northern China, abundant summer rainfall and a higher water table can weaken the soil due to salt heave, collapsibility, and increased moisture absorption, thus the chlorine saline soil (silty clay) needs to be stabilized prior to use in road embankments. To optimize chlorine saline soil stabilizing programs, unconfined compressive strength tests were conducted on soil treated with five different stabilizers before and after soaking, followed by field compaction test and unconfined compressive strength test on a trial road embankment. In situ testing were performed with the stabilized soils in an expressway embankment, and the results demonstrated that the stabilized soil with lime and SH agent (an organic stabilizer composed of modified polyvinyl alcohol and water) is suitable for road embankments. The appropriate addition ratio of stabilized soil is 10% lime and 0.9% SH agent. SH agent wrapped soil particles, filled soil pores, and generated a silk-like web to improve the moisture stability, strength, and stress-strain performance of stabilized soil.

고화재 혼합처리를 이용한 연약지반개량효과 (Improvement Effectiveness of Soft Ground Using Hardening Agent)

  • 천병식
    • 한국지반환경공학회 논문집
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    • 제2권2호
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    • pp.59-64
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    • 2001
  • 고화재를 이용한 천층혼합처리공법을 적용할 경우, 주행성 확보, 공기의 단축, 치환토부족 문제 해결, 사토로 인한 환경문제해결 등의 장점으로 최근 그 활용가치가 점점 커지고 있다. 본 연구에서는 최적의 천층고화처리를 위하여 국내의 대표적인 3가지 고화재를 이용한 현장토의 실내개량강도 특성을 고화재별, 양생일수별, 함수비별로 분석하였다. 실내시험결과를 토대로 적정 배합비에 따른 현장강도를 추정하여 현장시공 후 개량보강효과를 확인하여, 현장개량강도는 소요설계강도 $5.0kgf/cm^2$이상 확보되었다.

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무전해 Co-Cu-P 도금속도에 미치는 도금 조건과 표면상태의 영향 (Effect of Plating Condition and Surface on Electroless Co-Cu-P Alloy Plating Rate)

  • 오이식
    • 동력기계공학회지
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    • 제4권2호
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    • pp.31-39
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    • 2000
  • Relationships between the plating condition and the plating rate of the deposition film for the electroless plating of Co-Cu-P alloy were discussed in this report. The result obtained from this experiment were summarized as follow ; The optimum bath composition was consisted of 0.8 ppm thiourea as a stabilizing agent. Composition of the deposit was found to be uniform after two hours of electroless plating. Plating rates of nickel-catalytic surface and zincate-catalytic surface were found to be very closely equal, but the plating time of nickel-catalytic surface took longer than that of the zincated-catalytic surface.

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