• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
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• pp.195-198
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• 1999

Fly ash is the most common artificial pozzolan, which is a material precipitated electrostatically from the exhaust gases of coal-fired power stations. Fly ash can be used as the supplementary material as well as the material for high performance concrete and hence, the development of high-volume fly ash concrete is imperative. In this study, the characteristics of drying shrinkage of high volume fly ash concrete is investigated. It is found from test results that as the replaced amount of fly ash in concrete is increased, drying shrinkage of concrete is reduced.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1995년도 가을 학술발표회 논문집
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• pp.229-233
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• 1995

In this study we have the properties of drying shrinkage crack of hardened cement mortar using admixtures. The drying shrinkage cracking test process has been examined by the restrained drying shrinkage strain by restraining rate measuring properties of strain-with- restraint by JIS original proposal and keeps a flow value of mortar about 100$\pm$5%. The results show that the usage of shrinkage reducing agent 1.5% was effective on the control of drying shrinkage in OPC and CP by restraining rate 20% and strain-with-restraing 20~30 $\mu$, the usage of expansion agent 0.45% was effective by restraining rate 50~60% and strain-with-restraint 40~80$\mu$, and the effectiveness was increased with shrinkage reducing agent. Also. admixtures such as Flyash, CP and NC reduced restrained shrinkage and drying shrinkage cracking and more with shrinkage reducing agent

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
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• pp.61-64
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• 2006

Comparing with traditional high performance concrete, ultra high performance concrete (UHPC) has the property of high-tenacity. However, drying shrinkage and autogenous shrinkage can be arisen as the major defect to UHPC. In this study, therefore, it was tested to reduce drying shrinkage and autogeneous shrinkage by adding expanding admixture (EA) and shrinkage reducing agent (SRA). As a result, for a case drying shrinkage, the shrinkage was decreased by 94% when EA was exchanged, and it was decreased by 64% when SRA was added. For the case of autogenous shrinkage, the mortar was expanded at early age and the shrinkage was decreased by 87% when EA was exchanged, and the shrinkage was decreased by 70% when SRA was added.

• 한국산학기술학회논문지
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• 제16권5호
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• pp.3511-3517
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• 2015

본 지하매설 구조물용 콘크리트는 보수가 어려워 내구성을 극대화할 필요가 있는데, 콘크리트의 건조수축에 의한 균열은 재료의 특성상 발생하는 열화현상으로 대안이 필요하다. 본 연구에서는 건조수축 저감방안의 하나로써 급냉 슬래그 잔골재의 반응에 의한 팽창을 활용하여 콘크리트의 건조수축 발생량을 저감시키고자 하였는데, 실험결과 초기 재령에서 발생되는 수축을 효과적으로 억제하는 것으로 확인되었으며, 급냉 슬래그 잔골재의 치환사용량과 비례하여 전 재령에 거쳐 압축강도가 상승하는 것을 확인할 수 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.675-680
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• 2003

In this study, various tests are performed for the durability of the concrete using domestic recycled coarse aggregate including drying shrinkage, permeability, freezing-thawing resistance and $CO_2$ diffusivity. Tests of freezing-thawing resistance, chloride ion permeability and $CO_2$ diffusivity of recycled concrete show favorable results. But, the maximum drying shrinkage ratio to normal concrete is increased 24% with increasing substitution ratio of recycled aggregate. Therefore, for the use of recycled concrete in structures, the preventive measures of drying shrinkage is necessary in mix design and the adequate substitution ratio of recycled aggregate should be proposed.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2005년도 춘계 학술기술논문발표대회 논문집
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• pp.215-218
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• 2005

This paper intended to evaluate the applicability of drying shrinkage reducing superplasticizer (DSRA) by investigating physical properties of concrete using DSRA, The application of flowing concrete method exhibited a less loss of slump and air content with time than those of conventional concrete and had small bleeding. Flowing concrete had larger compressive strength than base and conventional concrete by as much as $3\~5\%$. It also had less drying shrinkage by as much as $20\%$ compared with conventional concrete. This is due to the coupled effect of reduced water content and aqueous type expansive admixture. On the other hand, neutralization depth of flowing concrete showed greater than conventional concrete.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1998년도 봄 학술발표회 논문집(I)
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• pp.231-236
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• 1998

In general, the drying shrinkage of polymer-modified mortars using redispersible polymer powders is much higher than that of unmodified mortar. The purpose of this study is to reduce the drying shringkage of polymer-modified mortars using a redispersible poly(ethylene-vinyl acetate) (EVA) powder, which is widely used for the manufacture of prepackaged-type polymer-modified mortar products at present. Polymer-modified mortars using the redispersible EVA powder with powdered shrinkage-reducing agent were prepared with various polymer-cement ratios and shrinkage-reducing agent contents, and tested for drying shrinkage and strength. From the test results, the drying shrinkage of the redispersible EVA powder-modified mortars with a powdered shrinkage agent is remarkably reduced with increasing shrinkage-reducing agent content, and becomes approximately a half of that of the redispersible EVA powder-modified mortars with the same polymer-cement ratios and without the shrinkage-reducing agent at a shrinkage-reducing agent content of 6%.

• 콘크리트학회논문집
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• 제22권1호
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• pp.85-91
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• 2010

이 연구에서는 24~60 MPa 범위의 콘크리트에 대하여 다양한 양생조건과 측정 방법을 적용하여 재령에 따른 조건별 건조수축량을 비교하였고, 이를 통해 실험 방법의 적합성 및 예측 방법의 적용성을 검토하였다. 연구 결과에 따르면, 28일 양생이 가장 적은 건조수축을 나타냈으며, 저강도 콘크리트 봉합양생의 경우 탈형 후부터의 변형률을 비교 해보면, 표준양생의 건조수축과 크게 변하지 않는 것으로 나타났으나, 고강도 콘크리트 봉합양생의 경우 자기수축이 크게 발생하여 더 큰 건조수축을 나타냈다. 매립 게이지를 사용해도 효율적인 건조수축량 측정이 가능하며, 접지(contact) 게이지로 측정된 값이 매립 게이지로 측정한 값보다 작게 나타났다. 실험 결과는 EC2 모델예측식과 가장 잘 일치하는 것으로 나타났다.

• 콘크리트학회논문집
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• 제16권3호
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• pp.425-431
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• 2004

This paper describes an experimental investigation of how time-dependent deformations of high strength concretes are affected by maximum size of coarse aggregate, curing time, and relatively low sustained stress level. A set of high strength concrete mixes, mainly containing two different maximum sizes of coarse aggregate, have been used to investigate drying shrinkage and creep strain of high strength concrete for 7 and 28-day moist cured cylinder specimens. Based upon one-year experimental results, drying shrinkage of high strength concrete was significantly affected by the maximum size of coarse aggregate at early age, and become gradually decreased at late age. The larger the maximum size of coarse aggregate in high strength concrete shows the lower the creep strain. The prediction equations for drying shrinkage and creep coefficient were developed on the basis of the experimental results, and compared with existing prediction models.

• 콘크리트학회지
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• 제8권1호
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• pp.111-120
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• 1996

콘크리트의 건조수축 특성은 콘크리트 구조물의 내구성을 결정하는 대단히 중요한 특성으로서 환경적인 요인에 영향을 많이 받는다. 이 환경적 요인은 온도, 습도, 풍속 등으로 구성되어 있는데 이들 개별적인 인자들은 변화폭이 크로, 콘크리트의 건조에 미치는 영향이 복합적이기 때문에 이들의 영향을 개별적으로 평가하는 것은 큰 의의가 없다. 본 연구에서는 건조수축에 영향을 미치는 환경적인 요인들을 통합하고자 증발속도라는 변수를 도입하였다. 적절한 온도와 습도, 풍속, 콘크리트 온도 등을 선정하여 선정된 환경하에서의 증발속도를 증발속도계로 측정하였으며, 이 결과를 기존의 PCA 도표와 비교 평가하였고, 설정된 조건하에서의 실험을 통하여 콘크리트의 건조수축과 증발속도간의 관계를 규명하였다. 또한 건조수축 실험결과와 이 변수 사이의 관계를 정량화하여 건조수축의 예측에 이용될 수 있는 예측모델식과 도표를 개발하였다.