• 치위생과학회지
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• 제23권2호
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• pp.123-131
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• 2023

Background: As a restorative material used to treat dental caries, the light-curing type resin is widely used, but it has the disadvantage of polymerization shrinkage. The Bulk-Fill composite resin was developed to solve these shortcomings, but the existing research mainly focused on comparing the physical properties of a composite resin and a Bulk-Fill resin. A study on the light curing time and distance of the Bulk-Fill resin itself tend to be lacking. Methods: This study compares the surface microhardness of specimens prepared by varying the light curing time and distance of smart dentin replacement (SDR) as a flowable Bulk-Fill resin and Tetric N-ceram as a packable Bulk-Fill resin, and confirms the polymerization time and distance that becomes the optimum hardness. To determine the hardness of the specimen, it was measured using the Vickers Hardness Number (Matsuzawa MMT-X, Japan). Results: In SDR, the surface microhardness decreased as the distance increased in all time groups in the change distance from the curing tip. In the change of light curing time with respect to the distance from curing tip, the surface microhardness increased as the time increased. In Tetric N-ceram, the surface microharness showed no significant difference in the change of the distance of curing tip in the group of 20 and 60 second. But in the group of 10 and 40 seconds, decreased as the distance increased. The surface microharness increased as the light curing time increased in all distance groups. Conclusion: When using SDR and Tetric N-ceram in clinical practice, it is considered that as the distance from the polymerization reactor tip increases, a longer light curing time than the polymerization time recommended by the manufacturer is required.

• Restorative Dentistry and Endodontics
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• 제48권4호
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• pp.35.1-35.14
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• 2023

Objectives: The purpose of this study was to evaluate the impact of dentin roughening and the type of composite resin used (either bulk-fill flowable or nanohybrid) on the restoration of non-carious cervical lesions (NCCLs) with an 18-month follow-up period. Materials and Methods: This prospective split-mouth study included 36 patients, each with a minimum of 4 NCCLs. For each patient, 4 types of restorations were performed: unroughened dentin with nanohybrid composite, unroughened dentin with bulk-fill flowable composite, roughened dentin with nanohybrid composite, and roughened dentin with bulk-fill flowable composite. A universal bonding agent (Tetric N Bond Universal) was applied in self-etch mode for all groups. The restorations were subsequently evaluated at 6, 12, and 18 months in accordance with the criteria set by the FDI World Dental Federation. Inferential statistics were computed using the Friedman test, with the level of statistical significance established at 0.05. Results: The 4 groups exhibited no significant differences in relation to fracture and retention, marginal staining, marginal adaptation, postoperative hypersensitivity, or the recurrence of caries at any follow-up point. Conclusions: Within the limitations of the present study, over an 18-month follow-up period, no significant difference was present in the clinical performance of bulk-fill flowable and nanohybrid composite restorations of non-carious cervical lesions. This held true regardless of whether dentin roughening was performed.

• Restorative Dentistry and Endodontics
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• 제45권1호
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• pp.10.1-10.8
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• 2020

Objectives: This study aimed to compare the shear bond strength (SBS) of a self-adhering flowable composite (Dyad Flow) and a bulk-fill flowable composite (Smart Dentin Replacement [SDR]) to several pulp-capping materials, including MTA Plus, Dycal, Biodentine, and TheraCal. Materials and Methods: Eighty acrylic blocks with 2-mm-deep central holes that were 4 mm in diameter were prepared and divided into 2 groups (n = 40 each) according to the composite used (Dyad Flow or SDR). They were further divided into 4 sub-groups (n = 10 each) according to the pulp-capping agent used. SBS was tested using a universal testing machine at a crosshead speed of 1 mm/min. Data were analyzed using 2-way analysis of variance. A p value of < 0.05 was considered to indicate statistical significance. Results: A statistically significant difference (p = 0.040) was found between Dyad Flow and SDR in terms of bond strength to MTA Plus, Dycal, Biodentine, and TheraCal. Conclusions: Among the 8 sub-groups, the combination of TheraCal and SDR exhibited the highest SBS.

• 한국농공학회:학술대회논문집
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• 한국농공학회 1998년도 학술발표회 발표논문집
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• pp.130-135
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• 1998

This paper presents results of research performed to identify optimum mix proportions for production of flowable fill with high volume fly ash content. The fly ash used in this study met the requirements of KS L 5405 and ASTM C 618 for Class F material. Tests were carried out on concrete designed to have 10 ~ 15kg/$\textrm{cm}^2$ compressive strength at the 28-day age with fly ash contents of approximately 280kg/㎥. Slump was held at 25$\pm$1cm for all mixtures produced compressive strengths at 28 days were found to range from 5.03 to 13.69kg/$\textrm{cm}^2$.

• 한국지반환경공학회 논문집
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• 제6권2호
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• pp.31-38
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• 2005

유동성 재료는 자기수평능력을 갖고 있으며, 액체와 같은 물질로 최대단위중량의 95~100 %의 자기 다짐율을 발휘할수 있다. 유동성 재료는 노동력이 적게 들고, 시공속도를 높일수 있으며, 접근이 어려운 장소에도 적용이 가능하면서도 재굴착이 용이한 장점이 있다. 따라서 각종 트렌치, 굴착작업, 지중구조물, 오수 및 유틸리티 관과 지중의 공동충전 등에 이용된다. 본 연구의 목적은 고함수비의 점성토와 폐스티로폼 입자, 안정재 등으로 구성된 유동성 재료의 공학적 특성을 평가하는 것이다. 이를 위하여 일축압축실험, 유동성 시험 및 모형충전성 실험을 실시하였으며 폐기물을 활용한 혼합토는 안정재의 양을 $1.0(kN/m^3){\sim}1.2(kN/m^3)$이상을 사용하면 유동성재료로서 사용가능한 것으로 나타났다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 지반공학 공동 학술발표회
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• pp.395-404
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• 2005

This study is to evaluate the physical and mechanical characteristics of flowable backfill and search for the optimal mixture contents of it used for constructing underground power utilities. flowable backfill is known as soil-cement slurry, void fill, and controlled low-strength material(CLSM). The benefits of CLSM include reduced equipment costs, faster construction, re-excavation in the future, and the ability to place material in confined spaces such as narrow parts nearly impossible for compaction or perimeter of underground power cables. The flowable slurry mixture made with 9 types of soil and 6 types of accelerated mixtures in the laboratory were evaluated for bleeding, flowability, heat resistance, and unconfined compressive strength to meet the aim values of this study.

• 한국진공학회:학술대회논문집
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• 한국진공학회 2012년도 제43회 하계 정기 학술대회 초록집
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• pp.249-249
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• 2012

최근 주목받고 있는 Flexible Organic Light Emitting Diode (OLED) display에서는 Flexible 특성이 요구된다. 이는 현재 쓰이는 유리기판 대신 플라스틱기판으로 만들어야 가능하다. 하지만 플라스틱기판은 구성물질로 유기물을 사용하므로 수분과 산소의 투과에 매우 취약하다. 이는 장시간 사용 시 기판 위에 제작된 소자성능저하를 야기하는 등의 소자 신뢰도에 치명적 결함을 갖게 하는 원인이 된다. 따라서 기판 위의 소자를 보호할 수 있는 봉지기술 개발이 필요한데 가장 잘 알려진 플라스틱 기판에 적합한 Barrier기술로 유기물과 무기물을 교대로 적층하는 기술[1] 등이 있다. 본 연구에서는 PE-CVD 공정기술을 이용한 Flowable Oxide 박막과 ALD 공정기술을 이용한 Al2O3 무기물 박막을 적층하여 봉지박막을 구성하려 한다. Flowable Oxide는 저온공정이 가능하며 높은 증착속도와 뛰어난 Gap fill 특성을 가지고 있는데 이는 플라스틱기판의 엉성한 분자구조를 치밀하게 만들 것으로 예상되며 표면의 Pin-hole 또한 쉽게 채우는 특성이 있다. 실험은 Polyethylene Naphthalate (PEN) film 위에 PE-CVD 공정을 이용하여 Flowable Oxide를 증착하고, 그 후에 ALD 공정을 이용하여 Al2O3을 적층한 것을 하나의 샘플로 하였다. 샘플의 분석은 Ca test를 이용한 Water Vapor Transmission rate(WVTR)과 FT-IR, FE-SEM을 이용하여 분석하였다. FT-IR로 박막의 구성요소를 확인 하고 FE-SEM으로 박막의 Cross section image를 얻을 수 있었으며 또한 $4.85{\times}10^{-5}g/m^2$ day의 초기 WVTR 값을 얻을 수 있었다.

• 한국진공학회:학술대회논문집
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• 한국진공학회 2013년도 제44회 동계 정기학술대회 초록집
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• pp.431-431
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• 2013

Flexible Organic Light Emitting Diode (OLED) displays are required for future devices. It is possible that plastic substrates are instead of glass substrates. But the plastic substrates are permeable to moisture and oxygen. This weak point can cause the degradation of fabricated flexible devices; therefore, encapsulation process for flexible substrate is needed to protect organic devices from moisture and oxygen. Y.G. Lee et al.(2009) [1] reported organic and inorganic multilayer structure as an encapsulation barrier for enhanced reliability and life-time.Flowable Oxide process is a low-temperature process which shows the excellent gap-fill characteristics and high deposition rate. Besides, planarization is expected by covering dust smoothly on the substrate surface. So, in this research, Bi-layer structured is used for encapsulation: Flowable Oxide Thin film by PECVD process and Al2O3 thin film by ALD process. The samples were analyzed by water vapor transmission rate (WVTR) using the Calcium test and film cross section images were obtained by FE-SEM.

• 구강회복응용과학지
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• 제32권3호
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• pp.184-193
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• 2016

목적: 중합 시간이 bulk fill 유동성 복합레진의 미세누출에 미치는 영향을 마이크로시티를 이용하여 평가하고자 하였다. 연구 재료 및 방법: 30개의 발거된 인간 대구치에 변형된 2급 와동인 vertical slot cavity를 형성하였다. SonicFill과 SureFil SDR flow을 단일 충전하였으며, 다른 중합시간(20, 40, 60초)으로 광중합 하였다. 모든 표본은 5000번의 thermal cycle을 시행하였다. 치아는 silver nitrate 용액에 24시간 동안 침전 후 8시간 동안 현상액에 침전하였다. 마이크로시티를 사용하여 시편을 촬영 후 침투된 silver nitrate solution을 3차원적으로 재건하여 그 부피를 측정하였다. 변연 누출 결과값의 통계 처리는 Mann-Whitney test를 사용하였다. 결과: 광중합 시간의 증가는 두 bulk fill 유동성 복합레진에서 변연 누출을 증가시켰다. 두 복합레진 사이 유의한 차이는 없었다. 결론: 중합 시간은 bulk fill 유동성 복합레진의 변연 누출을 증가시킬 수 있는 요인이었다. 또한 마이크로시티를 통해 레진-치아 계면에서 변연 누출의 양을 비파괴적 방법으로 3차원적으로 재건하여 측정할 수 있었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 봄 학술발표회 논문집
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• pp.419-426
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• 2000

The purpose of this study is to present the application of WFS co-mixtures for retaining wall as flowable backfill. The fly ash, generated at the Tae-An thermoelectric power plant, was used in this research and was classified as Class F. Green Sand, Furane Sand, and Coated Sand, which had been used at a foundry located in Pusan, were used. Couple of laboratory tests and small scale retaining wall tests were performed to obtain the physical properties of the WFS co-mixtures and the possibility of backfill materials of retaining wall. The range of permeability for all the co-mixtures was from 3.0${\times}$10$\^$-3/ cm/s to 6.0${\times}$10$\^$-5/ cm/s. The unconfined strength of the 28-day cured specimens reached around 550kPa. Results of the consolidated-undrained triaxial test showed that the internal friction angle is between 33.5$^{\circ}$ and 41.8$^{\circ}$. The lateral earth pressure against wall decreased up to 80% of initial pressure within a 12 hours and the total lateral earth pressure is less than that of typical granular soil. It was enough to construct the backfill for the standard retaining of 6m with just two steps, like fill the co-mixtures for half of retaining wall, and then fill the others after 1 day. The stability of retaining wall for overturning and sliding increased as the curing time elapsed.