• Advances in concrete construction
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• 제2권3호
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• pp.209-227
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• 2014

The use of limestone fines (LF) in mortar and concrete can in certain ways improve performance and thus has become more and more commonplace. However, although LF is generally regarded as a filler, it is up to now not clear how much filling effect it could have and how best the filling effect could be utilized. Herein, the packing density and filling effect of LF were studied by measuring the packing densities of LF, (LF + cement) blends and (LF + cement + fine aggregate) blends under dry and wet conditions, and measuring the performance of mortars made with various amounts of LF added. It was found that the addition of LF would not significantly increase the packing density of (LF + cement) blends but would fill into the paste to increase the paste volume and paste film thickness, and improve the flow spread and strength of mortar.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 봄 학술발표회 논문집
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• pp.220-226
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• 1997

High flowing concrete has flowability, passability, segregation resistance and so on, and there are so many influence factor to affect to fluidity of high flowing concrete, therefore it is so difficult to evaluate exactly the properties in fresh state. This study is to analyze and evaluate thefluidity of high flowing concrete affected by fine aggregate with test method such as, slump-flow test, V-lot test, L-flow test, Box filling test.

• 자원리싸이클링
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• 제12권2호
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• pp.11-20
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• 2003

폐석회석을 투수 콘크리트용 골재로 활용하여 콘크리트의 공극률, 연속공극률, 투수계수, 압축강도 및 휨강도 등을 측정하였으며,투수 콘크리트의 공극특성과 강도와의 관계에 대하여 고찰하였다. 투수 콘크리트의 공극 및 강도특성은 폐석회석 혼합률에 의한 영향 보다는 골재입자의 크기 및 골재입자 사이의 공극에 의한 영향이 크게 작용하였다. 투수 콘크리트의 공극률과 연속공극률과의 관계 및 공극특성과 강도와의 관계도 양호한 선형관계를 나타내었다. 또한, 폐석회석을 사용한 투수 콘크리트의 투수계수는 0.2cm/sec 이상의 양호한 결과로 보통골재에 비하여 투수성능이 우수하였으며, 강도결과와 종합해 보면 폐석회석을 보도용 콘크리트 또는 식생, 수자원 정화 콘크리트 등으로 활용될 수 있을 것으로 기대되었다.

• Restorative Dentistry and Endodontics
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• 제45권2호
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• pp.11.1-11.9
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• 2020

Objectives: This study compared the flow and filling of several retrograde filling materials using new different test models. Materials and Methods: Glass plates were manufactured with a central cavity and 4 grooves in the horizontal and vertical directions. Grooves with the dimensions used in the previous study (1 × 1 × 2 mm; length, width, and height respectively) were compared with grooves measuring 1 × 1 × 1 and 1 × 2 × 1 mm. Biodentine, intermediate restorative material (IRM), and mineral trioxide aggregate (MTA) were evaluated. Each material was placed in the central cavity, and then another glass plate and a metal weight were placed over the cement. The glass plate/material set was scanned using micro-computed tomography. Flow was calculated by linear measurements in the grooves. Central filling was calculated in the central cavity (㎣) and lateral filling was measured up to 2 mm from the central cavity. Results: Biodentine presented the least flow and better filling than IRM when evaluated in the 1 × 1 × 2 model. In a comparison of the test models, MTA had the most flow in the 1 × 1 × 2 model. All materials had lower lateral filling when the 1 × 1 × 2 model was used. Conclusions: Flow and filling were affected by the size of the test models. Higher grooves and materials with greater flow resulted in lower filling capacity. The test model measuring 1 × 1 × 2 mm showed a better ability to differentiate among the materials.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
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• pp.385-390
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• 1997

In the mixing proportion of high flowing concrete we have to use quantity of power such as cement and superplasticizer, and increase the proportion of fine aggregate more than that of plain concrete to increase flowability and segregation resistance. Therefore, the fresh state of high flowing concrete is largely affected by superplasticizer and change of grade the percentage of surface water. This study aims at development of self-filling up high flowing concrete without compaction, in case of using the fine aggregate of standard grade range, by examination on the influence of fresh state of high flowing concrete, and by understanding influence on various fluidity such as flowability, reinforcement passibility, fillingability, segregation resistance.

• Restorative Dentistry and Endodontics
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• 제37권4호
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• pp.188-193
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• 2012

Mineral trioxide aggregate (MTA) was developed in early 1990s and has been successfully used for root perforation repair, root end filling, and one-visit apexification. MTA is composed mainly of tricalcium silicate and dicalcium silicate. When MTA is hydrated, calcium silicate hydrate (CSH) and calcium hydroxide is formed. Formed calcium hydroxide interacts with the phosphate ion in body fluid and form amorphous calcium phosphate (ACP) which finally transforms into calcium deficient hydroxyapatite (CDHA). These mineral precipitate were reported to form the MTA-dentin interfacial layer which enhances the sealing ability of MTA. Clinically, the use of zinc oxide euginol (ZOE) based materials may retard the setting of MTA. Also, the use of acids or contact with excessive blood should be avoided before complete set of MTA, because these conditions could adversely affect the hydration reaction of MTA. Further studies on the chemical nature of MTA hydration reaction are needed.

• Restorative Dentistry and Endodontics
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• 제36권6호
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• pp.510-514
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• 2011

Mineral trioxide aggregate (MTA)는 치근 천공을 수복하기 위한 생체적합성이 우수한 재료로 소개되었으며 현재 근관 치료의 다양한 분야에서 사용되고 있다. MTA는 전통적인 수복재료와는 달리 수분이 있는 환경에서 경화되는 특징이 있다. 임상에서 흔치는 않지만 경화되지 않은 MTA가 관찰되는 경우가 있으나 이의 원인은 불명확하며 관련된 연구도 많지 않다. 본 증례는 정 방향 MTA 충전 6년 후 MTA가 소실(wash-out)된 환자에 대한 증례로서 그 원인에 대해 고찰해보고자 한다.

• Restorative Dentistry and Endodontics
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• 제35권3호
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• pp.222-228
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• 2010

본 연구의 목적은 현재 치근단 역충전재로 널리 사용되고 있는 MTA와 새롭게 개발된 제품인 DB를 MG63 세포를 사용하여 비교하는 것이다. 치근단 역충전재료로는 MTA, DB, IRM을 사용하였고 대조군으로는 tissue culture plastic을 사용하였다. 각 재료를 혼합하고 혼합물의 경화가 일어나도록 24시간 동안 놓아두었다. MG63 세포를 각 군에 뿌려준 후 세포가 재료에 부착될 수 있도록 4시간 배양하였다. 치근단 역충전재를 세포에 접촉시킨 후 세포수준의 초기 반응을 관찰하였다. 12시간 더 배양한 후 세포가 각 재료에 붙어 있는 정도를 관찰하고, 각 재료가 골형성에 미치는 영향을 알아보기 위해 ELISA를 이용하여 $TGF{\beta}1$, OC를 측정하였고 ALP의 양도 측정하였다. 결과는 일원배치분산분석법으로 통계처리하였다. 그 결과, 재료에 부착이 일어난 세포의 수 항목과 OC 항목에서만 MTA와 DB간에 통계적으로 차이가 없었다. 다른 항목들에서는 모든 군 간에 통계적으로 유의한 차이가 있었다. DB가 MTA와 완전히 같은 세포반응을 보이지는 않았지만 부착이 일어난 세포의 수는 재료의 생체적합성을 나타내며 OC는 골형성 정도를 나타내므로 DB가 역충전 재료로 사용된다면 MTA와 유사한 결과를 보일 것으로 예측된다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제26권6호
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• pp.27-35
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• 2021

This study examined the possibility of reutilization of soil reclaimed from contaminated sites after completing remediation. The current status of soil remediation methods in Korea was reviewed and physicochemical properties of soil before and after remediation processes were examined to access the recycling possibility of reclaimed soils based on Recycling Aggregate Quality Standard. The most commonly practiced soil remediation techniques are soil washing, land farming, and thermal desorption. These techniques tend to deteriorate various soil properties including electrical conductivity(EC), organic matter content(OM), available P₂O₅, and cation exchange capacity(CEC). Evaluation of the properties of soil retrieved after each remediation process indicated soil washing may yield the most suitable soil for use as a filling, covering, back-filling, road pavement, and blocking materials, In addition, the soils reclaimed from land farming and thermal desorption have potential utility as a filling, covering and road pavement materials.

• 콘크리트학회논문집
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• 제17권3호
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• pp.473-480
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• 2005

In this study, a mix design for self compacting concrete was based on Okamura's method and concrete incorporated just a ground granulated blast furnace slag. Replacement ratio of slag is in the range of $20-80\%$ of cement matrix by volume. For the optimal self compactability in mixture incorporating ground granulated blast furnace slag, the paste and mortar tests were first completed. Then the slump flow, elapsed time of 500mm slump flow, V funnel time and filling height by U type box were conducted in concrete. The volume of coarse aggregate in self compacting concrete was in the range of $50-60\%$ to the solid volume percentage of coarse aggregate. Finally, the compressive and splitting tensile strengths were determined in the hardened self compacting concrete incorporating ground granulated blast furnace slag. From the test results, it is desirable for self compacting concrete that the replacement of ground granulated blast furnace slag is in the range of $40-60\%$ of cement matrix by volume and the volume of coarse aggregate to the solid volume percentage of coarse aggregate with a limit of $55\%$.