• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.101-104
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• 2006

This study aims to obtain technical data for improvement of utilization of Blast Furnace Slag(BFS), recycled aggregate in the future by complementing fundamental problems of BFS such as manifestation of initial strength and excessive alkali quantity as well as weakness of recycled fine aggregate through manufacturing of recycled fine aggregate mortar using BFS. Since hydroxide ion concentration of calcium hydroxide(Ca(OH)2) ion erupted from recycled fine aggregate newly produced is over 12. In recycled fine aggregate mortar transposing and using BFS powder, calcium hydroxide(Ca(OH)2) erupted from recycled fine aggregate played a role of stimulus from the day 3 and manifestation of compressive strength was slowly increased with mortar using natural fine aggregate and showed considerable increase from the day 7.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.417-420
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• 2003

Concrete with low water to binder ratio (W/B) is prone to large autogenous shrinkage. Early age cracking of concrete would be caused by tensile stress induced by large autogenous shrinkage under restrained condition. Therefore, it is necessary to measure autogenous shrinkage to control the early age cracking of concrete. An objective of this study is to investigate the effects of W/B and blast furnace slag (BFS) on autogenous shrinkage of concrete. Autogenous shrinkage of concrete with various W/B ranging from 0.42 to 0.27 and BFS contents of 0, 30 and 50% were measured. Test results show that the autogenous shrinkage of concrete increases as the W/B decreases, and all BFS concretes showed larger autogenous shrinkage than OPC concretes with the same W/B. Moreover, the higher BFS content, the larger autogenous shrinkage.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.449-452
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• 2003

The objective of this study is to investigate the basic properties of polyester mortars using ground calcium carbonate(GCC), blast furance slag(BFS), fly ash(FA), ordinary portland cement(OPC) as fillers. Particle size distribution, particle shape and resin absorption of GCC, BFS, FA and OPC are checked. Polyester mortars with GCC, BFS, FA and OPC are prepared with various MEKPO content and tested for working life. The flexural and compressive strengths of the polyester mortars with MEKPO content of 0.5phr are evaluated. As a test result, the average sizes of GCC, BFS, FA and OPC are 9.7$\mu\textrm{m}$, 11.6$\mu\textrm{m}$, 21.2$\mu\textrm{m}$, 29.9$\mu\textrm{m}$. Resin absorption of FA is 1.5times larger than other fillers. The polyester mortar with FA at a MEKPO content of 0.5phr has the longest working life and the maximum flexural and compressive strengths.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2010년도 춘계 학술대회 제22권1호
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• pp.335-336
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• 2010

POFA(Palm oil fuel ash)는 Palm fiber 와 shell의 부산물로써 콘크리트용 혼화재로 사용이 가능하다. 그러나 POFA를 사용한 콘크리트의 포졸란 반응에 관한 연구는 매우 적다. 따라서 본 연구에서는 다른 콘크리트용 혼화재료와 동일한 수준으로 POFA의 혼입 치환율을 달리한 모르타르의 압축강도 및 활성도 지수, 포졸란 활성도 지수(API)를 정량적으로 평가하여 혼화재료로서의 적합성을 평가하였다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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• pp.939-944
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• 2000

This study examines both strength development and pore volume of high temperature curing mortar, using a blast-furnace slag powder (BFS). This study experiments with various pre-steaming period, differing curing temperature and the replacement of BFS. According to the results, the strength development of BFS mortar is stronger when higher curing temperature are used(as opposed to standard curing). Also, regardless of the curing method, pore volume decreases as the curing time increases. From these results we can identify the optimum conditions required pre-steaming period, differing curing temperature and the replacement to produce BFS mortar properties.

• 한국원자력학회:학술대회논문집
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• 한국원자력학회 1998년도 추계학술발표회요약집
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• pp.66-66
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• 1998

• The Journal of Advanced Prosthodontics
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• 제7권5호
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• pp.358-367
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• 2015

PURPOSE. The aim of this study was to evaluate the biaxial flexural strength (BFS) of one zirconia-based ceramic used with various veneering ceramics. MATERIALS AND METHODS. Zirconia core material (Katana) and five veneering ceramics (Cerabien ZR; CZR, Lava Ceram; LV, Cercon Ceram Kiss; CC, IPS e.max Ceram; EM and VITA VM9; VT) were selected. Using the powder/liquid layering technique, bilayered disk specimens (diameter: 12.50 mm, thickness: 1.50 mm) were prepared to follow ISO standard 6872:2008 into five groups according to veneering ceramics as follows; Katana zirconia veneering with CZR (K/CZR), Katana zirconia veneering with LV (K/LV), Katana zirconia veneering with CC (K/CC), Katana zirconia veneering with EM (K/EM) and Katana zirconia veneering with VT (K/VT). After 20,000 thermocycling, load tests were conducted using a universal testing machine (Instron). The BFS were calculated and analyzed with one-way ANOVA and Tukey HSD (${\alpha}$=0.05). The Weibull analysis was performed for reliability of strength. The mode of fracture and fractured surface were observed by SEM. RESULTS. It showed that K/CC had significantly the highest BFS, followed by K/LV. BFS of K/CZR, K/EM and K/VT were not significantly different from each other, but were significantly lower than the other two groups. Weibull distribution reported the same trend of reliability as the BFS results. CONCLUSION. From the result of this study, the BFS of the bilayered zirconia/veneer composite did not only depend on the Young's modulus value of the materials. Further studies regarding interfacial strength and sintering factors are necessary to achieve the optimal strength.

• 한국구조물진단유지관리공학회 논문집
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• 제17권2호
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• pp.135-141
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• 2013

본 연구에서는 CaO-$SiO_2-Al_2O_3$가 다량 함유된 산업폐기물과 산업부산물을 소성하여 개발한 분말형 속경성 분말을 초기강도의 향상을 위해 기능성 분쇄조제로 처리하여 분쇄한 속경성 미분말을 제조하였다. 이렇게 제조된 미분말을 BFS 분말과 일정비율로 혼합한 후, 시멘트에 첨가하여 모르타르 압축강도 실험을 실시하였다. 그 결과 BFS 조기강도 향상 실험 (Series I)에서는 클링커 분쇄시 기능성 분쇄조제가 첨가되어 분쇄된 속경재가 혼합된 BFS의 초기강도 발현이 우수하며 OPC 조기강도 향상 실험 (Series II)에서는 Clinker-C에 본 실험의 기능성 분쇄조제가 첨가되어 분쇄된 속경성의 분말형 자극제가 첨가된 경우에 가장 압축강도가 높은 사실을 알 수 있었다.

• Advances in concrete construction
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• 제14권5호
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• pp.355-368
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• 2022

This paper investigates the impact of length and volume fractions (VFs) of banana fibres (BFs) on the mechanical and physical properties of concrete. The mechanical properties were compressive strength, splitting tensile, flexural strength, and bond stress, while the physical properties were unit weight and absorption. The slump test was used to determine workability. The concrete's behaviour with BFs was studied using scanning electron microscopy. Experimental work of concrete mixtures with BFs of various lengths (12 mm, 25 mm, and 35 mm) and VFs (0%, 0.5%, 1.0%, and 1.5%) were carried out. The samples did not indicate any agglomeration of fibres or heterogeneity during mixing. The addition of BFs to concrete with VFs of up to 1.50% for all fibre lengths have a significant impact on mechanical properties, also the longer fibres performed better than shorter ones at all volume fractions of BFs. The mix10, which contain BFs with VFs 1.5% and length 35 mm, demonstrated the highest mechanical properties. The compressive strength, splitting tensile, flexural strength, and bond stress of the mix10 were 37.71 MPa, 4.27 Mpa, 6.12 MPa, and 6.75 MPa, an increase of 7.37%, 20.96%, 24.13%, and 11.2% over the reference concrete, which was 35.12 MPa, 3.53 MPa, 4.93 MPa, and 6.07 MP, respectively. The absorption is increased for all lengths by increasing the VFs up to 1.5%. Longer fibres have lower absorption, while shorter fibres have higher absorption. The mix8 had the highest absorption of 4.52%, compared to 3.12% for the control mix. Furthermore, the microstructure of concrete was improved through improved bonding between the fibres and the matrix, which resulted in improved mechanical properties of the composite.

• 한국건설순환자원학회논문집
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• 제11권4호
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• pp.552-559
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• 2023

본 연구는 팽창성 및 팽윤성 혼화제를 혼입한 고로슬래그 콘크리트의 균열 저감 성능 평가를 목적으로 한다. 기본 성능 실험으로 고로슬래그미분말(BFS), 칼슘설포알루미네이트(CSA), 벤토나이트, 하이드록시프로필 메틸셀룰로오스(HPMC) 등 다양한 혼입물을 사용하여 수행한 결과 벤토나이트가 HPMC에 비해 우수한 성능을 나타내었다. 이후, 혼입률에 따른 균열 및 건조수축 평가를 위해 MOCK-UP 테스트를 실시하였다. 그 결과, 벤토나이트와 소량의 인산칼슘을 첨가하였을 때 건조수축이 감소되어 균열이 저감 되었다. 특히, 30 %의 BFS, 1 %의 벤토나이트, 1 %의 인산칼슘으로 구성된 시멘트 혼합물이 균열이 없는 최적의 성능을 보였다. BFS 콘크리트가 지속적인 팽창 활동에 의하여 수축을 보상하는데 기여할 것으로 판단되며 현장 적용에 사용될 수 있을 것이다.