• Title/Summary/Keyword: Aggregate Stability

검색결과 167건 처리시간 0.025초

Effect of irrigants on the color stability, solubility, and surface characteristics of calcium-silicate based cements

  • Selen Kucukkaya Eren;Sevinc Askerbeyli Ors;Hacer Aksel;Senay Canay ;Duygu Karasan
    • Restorative Dentistry and Endodontics
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    • 제47권1호
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    • pp.10.1-10.11
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    • 2022
  • Objectives: This study aimed to investigate the color stability, solubility, and surface characteristics of 3 calcium silicate-based cements (CSCs) after immersion in different solutions. Materials and Methods: ProRoot white mineral trioxide aggregate (MTA), Biodentine, and Endosequence Root Repair Material (ERRM) were placed in cylindrical molds and stored at 37℃ for 24 hours. Each specimen was immersed in distilled water, 5% sodium hypochlorite (NaOCl), 2% chlorhexidine, or 0.1% octenidine hydrochloride (OCT) for 24 hours. Color changes were measured with a spectrophotometer. Solubility was determined using an analytical balance with 10-5 g accuracy. The surface characteristics were analyzed using scanning electron microscopy and energy-dispersive spectroscopy. Data were analyzed using 2-way analysis of variance, the Tukey test, and the paired t-test. Results: MTA exhibited significant discoloration in contact with NaOCl (p < 0.05). White precipitation occurred on the surfaces of Biodentine and ERRM after contact with the solutions, and none of the materials presented dark brown discoloration. All materials showed significant solubility after immersion in the solutions (p < 0.05), irrespective of the solution type (p > 0.05). The surface topography and elemental composition of the samples showed different patterns of crystal formation and precipitation depending on the solution type. Conclusions: All materials presented some amount of solubility and showed crystal precipitation after contact with the solutions. Biodentine and ERRM are suitable alternatives to ProRoot MTA as they do not exhibit discoloration. The use of OCT can be considered safe for CSCs.

포장성능관련 역학적 특성이 고려된 아스팔트 혼합물의 배합설계법 개발 방안 (Methodology for Developing HMA Mix Design Taking into Account Performance-Related Mechanistic Properties)

  • 김부일;이문섭;김광우
    • 한국도로학회논문집
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    • 제8권1호
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    • pp.15-23
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    • 2006
  • 현재의 마샬 배합설계는 공극률, VFA. VMA와 함께 가열 아스팔트 혼합물의 현장 공용성과 관련이 적은 안정도와 흐름값을 포함하고 있다. 게다가, 안정도와 흐름값은 거의 대부분 기준값에 만족하며. 최적 아스팔트 함량(OAC)은 공극률, VFA, VMA와 같은 용적특성에 의해 결정되고 있다. 그러므로 많은 연구자들은 현장 공용성과 관계를 가지는 혼합물을 만들기 위하여 안정도와 흐름값을 대신할 수 있는 역학적 특성에 관심을 가지고 있다. 본 연구에서는 마샬 배합설계방법의 안정도와 흐름값을 대신하여 역학적 특성과 관련있는 변형강도$(S_D)$와 파괴에너지(FE)를 도입하는 배합설계를 제안할 것이다. Kim test로부터 소성변형 저항성과 상관성이 높은 변형강도$(S_D)$와, 간접인장시험으로부터 피로균열을 모사하는 파괴에너지 (FE)를 도입하였다. 현재의 배합설계방법과 제안한 배합설계 방법을 비교하기 위하여 4가지 아스팔트 흔합물을 사용하였다. 제안한 배합설계가 현재의 배합설계방법에 비해 OAC결정에 역학적 특성이 반영되는 결과를 볼 수 있었다.

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팽창재 종류 및 치환율에 따른 시멘트 페이스트의 레올로지 특성 (A Study on Rheological Properties of Cement Paste using Expansive Additives by Kind & Replacement Ratio)

  • 박춘영;강병희
    • 한국건축시공학회지
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    • 제8권2호
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    • pp.99-106
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    • 2008
  • To improve concrete tensile strength and bending strength, New plan that have more economical and simple manufacture process is groped. By an alternative plan, chemical pre-stressed concrete is presented. In this study, we analyzed the rheological properties of cement paste with the kind and replacement ratio of k-type CSA type expansive additives that is used mainly in domestic. and we suggested that the algorithm of a mixing plan in the chemical pre-stressed concrete and from this, we presented the basic report for the right mixing plan. From the results, Flow increased more or less according to use of expansive additives. This phenomenon was observed by increasing paste amount that shows as substitution for expansive additives that specific gravity is smaller than that of cement. As linear regression a result supposing paste that mix expansive additives by Bingham plastic fluid. The shear rate and shear stress expressed high interrelationship. therefore, flow analysis of quantitative was available. The plastic viscosity following to replacement ratio of expansive additives is no change almost, the yield value is decreased in proportion to the added amount of expansive additives. Through this experiment, we could evaluate rheological properties of cement paste using the expansive additives. Hereafter by an additional experiment, we must confirm stability assessment of material separation by using the aggregate with the kind and replacement ratio of expansive additives.

Influence of Continuous Organic Amendments on Growth and Productivity of Red Pepper and Soil Properties

  • Seo, Young-Ho;Kim, Se-Won;Choi, Seung-Chul;Jeong, Byeong-Chan;Jung, Yeong-Sang
    • 한국토양비료학회지
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    • 제45권1호
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    • pp.98-102
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    • 2012
  • Organic farming has rapidly increased in Gangwon province, but there is a concern about nutrient accumulation and nutrient imbalance in the soil of organic farming. This study was conducted to investigate the impact of continuous application of organic amendments on growth and yield of red pepper and soil characteristics compared with chemical fertilizers application for four years. Treatments of organic amendments including oil cake, rice straw compost, amino acid compost, rice bran compost, and mushroom media (spent substrate) compost resulted in comparable growth and yield of pepper to chemical fertilizers. Organic amendments improved soil physical and chemical characteristics. Especially, rice bran compost and oil cake significantly increased soil organic matter compared with chemical fertilizer application and mushroom media compost and rice straw compost significantly improved soil aggregate stability. On the other hand, available phosphate level in the soil amended with rice bran compost or mushroom media compost was relatively high compared with the other treatments due to relatively high phosphate levels in the composts. It is not easy to adjust nutrient composition in the organic materials. Therefore, the results obtained from the study imply that nutrient imbalance needs to be carefully considered in organic farming without use of chemical fertilizers.

터널 배면공동 뒤채움재 개발과 노후터널의 적용에 관한 연구 (A study on development of the high-flowable filling material and application in the old tunnel)

  • 마상준;서경원;배규진;안상철;임경하
    • 한국터널지하공간학회 논문집
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    • 제4권3호
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    • pp.195-205
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    • 2002
  • 터널에서의 배면공동은 설계 시공 유지관리중 다양한 원인들이 복합적으로 작용하여 발생하게 된다. 특히, 터널 천단부 라이닝 부분에는 콘크리트 타설후 재료분리 등으로 인해 터널 천단부에 배면공동이 발생이 되는데, 이러한 터널 배면공동은 라이닝 균열, 누수 등과 밀접한 연관이 있는 것으로 밝혀지고 있다. 본 연구는 석산에서 발생되는 석분을 이용하여 터널 배면공동 및 지하공동의 충전용 모르타르를 개발하고 이를 노후터널에 적용함으로서 개발재료의 현장적용성 등에 대한 시험을 수행하였다.

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Bio-functionalized Gold Nanoparticles for Surface-Plasmon- Absorption-Based Protein Detection

  • Kim, Wan-Joong;Choi, Soo-Hee;Rho, Young-S.;Yoo, Dong-Jin
    • Bulletin of the Korean Chemical Society
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    • 제32권12호
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    • pp.4171-4175
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    • 2011
  • Bio-functionalized gold nanoparticles (AuNPs), which bio-specifically interact with biotin-(strept)avidin, were investigated in this study. AuNPs were functionalized with a synthetically-provided biotin-linked thiol (BLT), which was synthesized by amidation of the active ester of biotin with 2-mercaptoethylamine. The BLT-attached AuNP was bio-specific for streptavidin, making it potentially useful for biosensor applications. To test the bio-specific interactions, the colors, absorption spectra and TEM images were investigated for proteins such as streptavidin, cytochrome C, myoglobin and hemoglobin. The colors and absorption spectra changed when streptavidin was added to the BLT-attached AuNP solution. However, the color and spectra did not change when the other proteins were added to the same solution. These results show that the AuNPs provided a colloidal solution with excellent stability and highly selective absorption characteristics for streptavidin as a target molecule. Proteins were also screened in order to identify a general strategy for the use of optical biosensing proteins based on AuNPs. In addition, TEM images confirmed that streptavidin led the BLT-attached AuNPs to aggregate or precipitate.

Incorporation of marble waste as sand in formulation of self-compacting concrete

  • Djebien, Rachid;Hebhoub, Houria;Belachia, Mouloud;Berdoudi, Said;Kherraf, Leila
    • Structural Engineering and Mechanics
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    • 제67권1호
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    • pp.87-91
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    • 2018
  • Concrete is the most widely used building material all over the world, because of its many technical and economic qualities. This pressure on the concrete resource causes an intensive exploitation of the quarries of aggregates, which results in a exhaustion of these and environmental problems. That is why recycling and valorization of materials are considered as future solutions, to fill the deficit between production and consumption and to protect the environment. This study is part of the valorization process of local materials, which aims to reuse marble waste as fine aggregate (excess loads of marble waste exposed to bad weather conditions) available in the marble quarry of Fil-fila (Skikda, East of Algeria) in the manufacture of self-compacting concretes. It consists of introducing the marble waste as sand into the self-compacting concrete formulation, with variable percentages (25%, 50%, 75% and 100%) and to study the development of its properties both in fresh state (air content, density, slump flow, V-funnel, L-box and sieve stability) as well as the hardened one (compressive strength and flexural strength). The results obtained showed us that marble wastes can be used as sand in the manufacture of self compacting concretes.

Comparison of Soil Physical Properties in Conventional and Organic Farming Apple Orchards

  • Chung, Jong-Bae
    • 한국환경농학회지
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    • 제26권4호
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    • pp.279-285
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    • 2007
  • Soil physical properties in organic farming apple orchard were evaluated in relation to conventional farming to better understand the effects of organic farming system on soil quality. Two adjacent apple orchards, matched by soil type, were chosen to ensure the same pedological conditions except management system. Soil samples were collected from middle of two adjacent trees along the tree line at two depths of 5-20 and 20-35 cm in September 2006. Contents of organic matter in organic farming soil were twice as much as those found in soil of conventional farming. The higher level of organic matter in organic farming soil was reflected through a consequent trend in improved soil physical properties. Organic farming produced greater aggregation in >2 mm size and increased aggregate stability. Bulk density was lower by 13% and hence porosity was higher in soils of organic farming as compared with conventional farming. Water holding capacity was significantly greater with organic farming by >17% over conventional farming. The capacity of organic farming to improve soil physical properties can be contributed to the regular application of relatively large amount of organic materials and the sustainable ground-cover managements, mulching with compost and cover crop cultivation.

고유동 충전재의 개발과 노후 터널의 배면공동 뒤채움에 관한 연구 (A Study on Development of the Controlled Low-Strength and High-Flowable Filling Material and Application of the Backfilling in Cavities behind the Old Tunnel Lining)

  • 마상준;서경원;배규진;안상철;임경하
    • 한국구조물진단유지관리공학회 논문집
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    • 제6권3호
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    • pp.177-184
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    • 2002
  • The most tunnel damage such as cracks or leakage which exist in tunnel lining commonly, is caused by the cavities where exist behind the tunnel lining, through the tunnel safety inspections. These cavities were analysed to affect a stability of a running-tunnel seriously. This study is on the development of the controlled low-strength and flowable filling material which is able to apply to the cavity behind the tunnel lining. The major materials of backfilling developed are a crushed sand and a stone-dust which exists as a cake-state and is a by-product obtained in the producting process of aggregate. It is conformed with the design standard to the physical characteristics of backfilling. The backfilling material developed is designed to reduce the fair amount of cement. According to the designed compound ratio, it is carried out the laboratory tests such as a compressive strength and a chemical analyses and is applied to dilapidated old tunnel for an application assessment.

Calcium silicate-based root canal sealers: a literature review

  • Lim, Miyoung;Jung, Chanyong;Shin, Dong-Hoon;Cho, Yong-bum;Song, Minju
    • Restorative Dentistry and Endodontics
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    • 제45권3호
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    • pp.35.1-35.17
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    • 2020
  • Epoxy resin-based sealers are currently widely used, and several studies have considered AH Plus to be the gold-standard sealer. However, it still has limitations, including possible mutagenicity, cytotoxicity, inflammatory response, and hydrophobicity. Drawing upon the advantages of mineral trioxide aggregate, calcium silicate-based sealers were introduced with high levels of biocompatibility and hydrophilicity. Because of the hydrophilic environment in root canals, water resorption and solubility of root canal sealers are important factors contributing to their stability. Sealers displaying lower microleakage and stronger push-out bond strength are also needed to endure the dynamic tooth environment. Although the physical properties of calcium silicate-based sealers meet International Organization for Standardization recommendations, and they have consistently reported to be biocompatible, they have not overcome conventional resin-based sealers in actual practice. Therefore, further studies aiming to improve the physical properties of calcium silicate-based sealers are needed.