• 콘크리트학회논문집
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• 제12권1호
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• pp.113-125
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• 2000

The purpose of this study was to examine the durability characteristics of controlled low strength material(flowable fill) with high volume fly ash content. Flowable fill refer to self-compacted, cementitious material used primarily as a backfill in lieu of compacted fill. The two primary advantages of flowable fill over traditional methods are its ease of placement and the elimination of settlement. Therefore, in difficult compaction areas or areas where settlement is a concern, flowable fill should be considered. The fly ash used in this study met the requirements of KS L 5405 and ASTM C 618 for Class F material. The mix proportions used for flowable fill are selected to obtain low-strength materials in the 10 to 15kgf/$\textrm{cm}^2$ range. The optimized flowable fill was consisted of 60kg f/$\textrm{m}^3$ cement content, 280kgf/$\textrm{m}^3$ fly ash content, 1400kgf/$\textrm{m}^3$ sand content, and 320kgf/$\textrm{m}^3$ water content. Subsequently, durability tests including permeability, warm water immersion, repeated wetting & drying, freezing & thawing for high volume fly ash-flowable fill are conducted. The results indicated that flowable fill has acceptable durability characteristics.

• 대한소아치과학회지
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• 제46권1호
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• pp.1-9
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• 2019

이번 연구에서는 저점도 및 고점도 bulk-fill giomer 복합레진의 전환율과 중합수축을 기존 bulk-fill 복합레진 및 전통적 복합레진과 비교 평가해보고자 하였다. Bulk-fill giomer 복합레진 2종류(Beautifil Bulk Restorative(BBR), Beautifil Bulk Flowable(BBF)), bulk-fill 복합레진 2종류(Tetric N-Ceram Bulk-fill(TBF), SureFil SDR flow(SDR)), 전통적 복합레진 2종류(Tetric N-Ceram(TN), Tetric N-flow(TF))를 사용하였다. 중합도 측정은 Fourier transform infrared spectroscopy을 사용하였으며, 중합수축은 linometer을 이용하여 측정하였다. 복합레진 하면의 전환율 측정 결과 2 mm와 4 mm 깊이 모두 BBR에서 가장 낮게 나왔으며, SDR에서 가장 높게 나왔다. 4 mm 깊이에서 고점도 및 저점도 bulk-fill giomer 복합레진의 전환율은 bulk-fill 복합레진에 비해 유의하게 낮은 값을 보였다(p < 0.05). 깊이에 따른 전환율 비교 시 TBF, TN, TF는 유의차를 보였으며(p < 0.05), BBR, BBF, SDR는 유의차를 보이지 않았다. 중합수축은 TF > SDR > BBF > TBF > TN, BBR 순서로 감소 했으며(p < 0.05), bulk-fill giomer 복합레진은 bulk-fill 복합레진보다 낮은 중합수축량을 보였다(p < 0.05). 이번 연구 결과 4 mm 깊이에서 bulk-fill giomer 복합레진 및 TBF는 불충분한 중합을 나타냈으며, 2 mm와 4 mm 모두에서 고점도 및 저점도 bulk-fill giomer 복합레진은 bulk-fill 복합레진에 비해 낮은 전환율을 보였다. 그러므로 bulk-fill giomer 복합레진의 임상적인 적용을 위해서는 이에 대한 충분한 고찰 및 주의가 필요할 것으로 생각된다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회논문집(I)
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• pp.369-372
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• 2000

This investigation aims at the optimum mixing of flexible flowable-fill made of Bottom-ash as an industrial waste. Flowable-fill refer to self-compacted, cementitious material used primarily as a backfill in lieu of compacted fill. The two primary advantages of flowable fill over traditional methods are its ease of placement and the elimination of settlement. Therefore, in difficult compaction areas or areas where settlement is a concern, flowable fill should be considered. This study compares Bottom-ash with fine aggregate in physical character. The mixing design indicates a various mixing-rate.

• 대한소아치과학회지
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• 제42권4호
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• pp.281-290
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• 2015

본 연구의 목적은 bulk-fill 복합레진의 상아질 전단결합강도 및 미세누출을 평가함에 있다. 실험군으로 1종의 고점도 bulk-fill 복합레진과 2종의 저점도 bulk-fill 복합레진을 사용하였고 대조군으로 1종의 conventional 복합레진을 사용하였다. 상아질 접착제는 7세대를 사용하였다. 영구치를 4군으로 나눈 후 전단결합강도 측정을 위해 레진블록을 실험군은 4 mm, 대조군은 2 mm 두께로 축조하였고, 미세누출을 평가를 위해 실험군은 4 mm 단일층 충전, 대조군은 2 mm씩 2회 적층충전을 시행하였다. 전단결합강도와 관련하여 대조군과 비교하였을 때 저점도 bulk-fill 복합레진에서는 통계적으로 유의한 차이가 존재하지 않았으나, 고점도 bulk-fill 복합레진에서는 유의하게 낮은 값이 관찰되었다(p < 0.05). 미세누출과 관련하여 4군 사이에 통계적으로 유의한 차이가 존재하지 않았다.

• 대한소아치과학회지
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• 제46권4호
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• pp.353-361
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• 2019

이 연구의 목적은 bulk-fill 복합레진과 전통적인 복합레진을 대상으로 다양한 용액과 시편의 두께에 따른 색조안정성의 차이를 평가하는 것이다. 전통적인 복합레진으로 Filtek™ Z250, Filtek™ Z350XT와, bulk-fill 복합레진으로 Filtek™ Bulk-fill Posterior Restorative, Tetric^® N-Ceram Bulk Fill이 사용되었다. 각 복합레진 시편은 3개의 군으로 나누어 각각 증류수, 레드와인, 커피 용액에 침전시킨 뒤, 침전 1, 7, 28일에 색조 측정을 시행하여 각 시점과 초기 기준점의 CIE L^*a^*b^*값의 색차(ΔE^*)가 계산되었다. 모든 복합레진은 레드와인에서 가장 큰 색조변화가 나타났으며, 그 다음은 커피, 증류수 순서였다. Filtek™ Z350XT는 모든 용액에서 가장 큰 색조변화를 나타냈고, 다음은 Filtek™ Bulk-fill Posterior Restorative였다. 그 뒤로는 Filtek™ Z250과 Tetric^® N-Ceram Bulk Fill이 유사한 수준의 색조변화를 나타냈다. Bulk-fill 복합레진에서 2 mm와 4 mm인 시편의 두께에 따른 색조변화의 차이는 나타나지 않았다.

• 한국환경복원기술학회지
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• 제3권2호
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• pp.47-52
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• 2000

This study was carried out to analyze the effects of elapsed years and physical properties on fill-slope alignment of forest road. For the study, 21 forest roads in Puy$\check{o}$-gun and Asan-shi of Chungchungnam-do were selected and fifteen factors that might influence on fill-slope alignment were analyzed. The major forms of alignment of the fill-slope in the time of construction were concave and compound. But, with the elapsed years, the concave and compound forms have decreased and linear and convex forms have increased. And fill-slope alignment was strongly related with fill-slope distance, fill-slope gradient and ground gradient among the physical properties.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.842-853
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• 2008

In the construction of dam, the key factor which decides the type of dam is security of materials resource. Because of the large scale earth work, the ability to supply the materials is essential part about economical efficiency. The research is the case study about controlling the plan to secure the material resources in the design of Buhang multipurpose dam. In case of Buhang multipurpose dam, at that time of basic design, it was planned to use a rock fill material. From the detail investigation about the river bed accumulative layer widely spread on the submerged district on the basic design, the research is accomplished to replace rock material with gravel material. After the investigation of whole reserves of gravel material, estimation of conformity as dam construction material from analysis of grain size distribution, the case study of oversea construction, and the material property comparison between rock fill material and gravel fill material, it is verified th possibility of using the gravel fill. Thereafter, the analysis of dam stability using a gravel fill material is accomplished. Finally, A gravel fill material can be used as the main construction material of CFRD, therefore the efficiency of resource recycling in the submerged area is maximized, and the established plan is more advantageous to stability, constructibility, environmentibility than the case of using a rock fill.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 연약지반처리위원회 학술세미나
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• pp.23-35
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• 1999

Although the purpose of dredging in the past was merely as a means of lowering the water level, presently land reclamation from dredged fill is of greater interest. From an economical standpoint, due to the difficulties in acquiring landfill for coastal projects, there is a growing trend toward simply using easily obtainable marine clay for use as fill. But because the ground formed by dredged fill has but low strength and is accompanied by large settlements, it is important that the engineering characteristics be fully investigated. In order to use dredged Masan marine clays as fill material, the engineering characteristics have been studied in this paper.

• Restorative Dentistry and Endodontics
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• 제40권2호
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• pp.128-135
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• 2015

Objectives: This study evaluated the effects of the resin thickness on the microhardness and optical properties of bulk-fill resin composites. Materials and Methods: Four bulk-fill (Venus Bulk Fill, Heraeus Kulzer; SDR, Dentsply Caulk; Tetric N-Ceram Bulk Fill, Ivoclar vivadent; SonicFill, Kerr) and two regular resin composites (Charisma flow, Heraeus Kulzer; Tetric N-Ceram, Ivoclar vivadent) were used. Sixty acrylic cylindrical molds were prepared for each thickness (2, 3 and 4 mm). The molds were divided into six groups for resin composites. The microhardness was measured on the top and bottom surfaces, and the colors were measured using Commission Internationale d'Eclairage (CIE) $L^*a^*b^*$ system. Color differences according to the thickness and translucency parameters and the correlations between the microhardness and translucency parameter were analyzed. The microhardness and color differences were analyzed by ANOVA and Scheffe's post hoc test, and a student t-test, respectively. The level of significance was set to ${\alpha}=0.05$. Results: The microhardness decreased with increasing resin thickness. The bulk-fill resin composites showed a bottom/top hardness ratio of almost 80% or more in 4 mm thick specimens. The highest translucency parameter was observed in Venus Bulk Fill. All resin composites used in this study except for Venus Bulk Fill showed linear correlations between the microhardness and translucency parameter according to the thickness. Conclusions: Within the limitations of this study, the bulk-fill resin composites used in this study can be placed and cured properly in the 4 mm bulk.

• 한국환경복원기술학회지
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• 제3권1호
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• pp.1-9
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• 2000

The purpose of this study was to analyze the characteristics of soil erosion on the fill-slope of forest road by elapsed years after road construction. Thirteen plots were established on the fill-slope of the newly-constructed forest road, and surveyed for two years(1997~1998). In these plots, the data about soil erosion, surface runoff, vegetation coverage, slope structural characteristics and rainfall were collected. In 1997, the major causes for soil erosion were found by the correlation coefficients with the amount of surface runoff from the fill-slope, vegetation coverage, slope length, slope degree, total rainfall and max. 1 hour rainfall. But, in 1998, the major causes for soil erosion were vegetation coverage and slope degree. Using the stepwise multiple regression method, in 1997, the amount of soil erosion from the fill-slope was complexly expressed as a exponential function of statistically significant the amount of surface runoff from the fill-slope, total rainfall, slope degree of fill-slope and vegetation coverage, but, in 1998, simply expressed as a exponential function of vegetation coverage.