• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1991년도 봄 학술발표회 논문집
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• pp.15-18
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• 1991

This study is designed for analyze the concrete properties according to the over-dosage of AE water-reducing agent; is aimed to analyze the effect of slump, air content, compressive strength of concrete and for presenting the reference data on the practical use.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 봄 학술발표회 논문집
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• pp.675-680
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• 2002

This study was to operate a fitting production specific of concrete product for proper mixing discovery. Testing method was to operate slump, air content, compressive strength test. The standard was water-cement ratio 50% and weight substitution 0%, 10%, 20% by Fly-ash and using Silica-fume and HPMC(Hydroxy propyl methyl cellulos) by additive. The result of this study showed when add Fly-ash to Silica-Fume is better than HPMC.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 봄 학술발표회 논문집
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• pp.243-246
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• 2000

In this study, the influence of workability and strength of the concrete according to change temperature of portland cement were investigated by measurements of slump, air content and compressive strength.. As a result, ready mixed concrete using 5-20% mineral admixtures such as fly ash, blast furnace slag were desirable to prevent the increase in workability and strength of concrete in summer season

• 한국농공학회:학술대회논문집
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• 한국농공학회 1999년도 Proceedings of the 1999 Annual Conference The Korean Society of Agricutural Engineers
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• pp.283-288
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• 1999

This study is performed to evaluate slump , air content, compressive strength and length change ratio of non-shrinkage high strength ocncrete is achieved by 10% expansive additive contained. The length change ration of non-shrinkage high strength concrete which is in water curing, shows 0.055% expansion in 10% expansive additive contained concrete and 0.308 expansion in 20% expansion additive contained concrete when it is curing 28 days.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1992년도 봄 학술발표회 논문집
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• pp.19-22
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• 1992

Properties of concrete has effected on the dosage variation of AE superplasticizer agent, Therefore, this study is designed for analysis of concrete properies according to the dosage variation of AE superplasticizer agent , and is aimed to analyze the effect slump, air content, compressive strength, resistance of freezing-and-thawing and for presenting the reference data on the practical use.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2000년도 가을 학술발표회 논문집(II)
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• pp.957-960
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• 2000

The purpose of this study was performed to estimate the influence of compressive strength of the concrete according to change test specimens of concrete were investigated by measurements of slump, air content and compressive strength. As a result, according to moved test specimens, the compressive strength, fiexed test specimens effected on Concrete compressive strength, test specimens than moved test specimens, increased 4∼10% fixed test specimens, 2∼9% moved test specimens.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2015년도 춘계 학술논문 발표대회
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• pp.38-39
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• 2015

This study reviewed slump and air content as pre-hardening characteristics depending on B/P production of amorphous steel fiber-reinforced concrete and evaluated compressive strength, flexural strength and tensile strength as post-hardening characteristics depending on B/P production of amorphous steel fiber-reinforced concrete.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 추계 학술발표회 논문집
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• pp.825-828
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• 2006

In this paper, experimental studies are performed to find out properties of crack according to the change of curing conditions of flyash concrete. To study the effect of curing conditions on flyash concrete, slump, bleeding, air content and hydration temperature of fresh concrete are measured according to various curing conditions. In addition, the effect of caring conditions on compressive strength, tensile strength and Plastic drying shrinkage cracking of hardened concrete is also considered.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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• pp.351-352
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• 2009

본 연구는 광물성 혼화재를 혼입한 혼합 콘크리트의 역학적 특성을 평가하기 위하여 광물성 혼화재의 종류 및 치환율 그리고 양생온도 및 조건에 따른 공기량, 슬럼프, 공기구조, 정적강도를 측정하였다.

• 자원리싸이클링
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• 제18권3호
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• pp.20-26
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• 2009

본 연구는 순환잔골재를 사용한 콘크리트의 굳지 않은 콘크리트 특성을 파악하고 순환골재 콘크리트의 품질관리 방안을 제시하고자 하였다. 이를 위하여 순환굵은골재 및 순환잔골재의 치환율을 조합하여 설계압축강도 30MPa의 콘크리트를 제작하였으며, 공기량 및 슬럼프를 측정하였다. 측정된 공기량 및 슬럼프 경시변화를 통하여 순환잔골재의 재료적 특성이 콘크리트의 물성에 미치는 영향을 파악하였으며, 골재의 흡수율 차에 따른 품질성능 저하를 고려할 수 있도록 현장 도착 슬럼프를 기준으로 전체 배합수를 일정하게 유지하는 품질관리 방안을 제시하도록 하였다. 본 실험에서는 골재 종류(천연, 순환)에 따른 표면수 보정을 통해 1시간 후 현장도착 슬럼프가 일정하게 유지될 수 있도록 콘크리트를 배합하였다. 순환골재의 사용에 따른 압축강도의 저하는 나타나지 않았다. 또한 표면수 보정을 통한 전체 배합수의 관리를 통하여 순환골재 콘크리트의 품질관리가 가능할 것으로 판단된다.