• 콘크리트학회논문집
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• 제17권2호
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• pp.303-309
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• 2005

This study aims the evaluation of the corrosion of steel bar embedded in antiwashout underwater concrete, which has rather been neglected to date. To that goal, accelerated steel bar corrosion tests have been performed on three series of steel bar-reinforced antiwashout underwater concrete specimens manufactured with different admixtures. The three series of antiwashout underwater concrete were: concrete constituted exclusively with ordinary portland cement (OPC), concrete composed of ordinary portland cement mixed with fly-ash in $20\%$ ratio (FA20), and concrete with ground granulated blast furnace slag mixed in $50\%$ ratio (BFS50). The environment of manufacture was in artificial seawater. Measurement results using half-cell potential surveyor showed that, among all the specimens, steel bar in OPC was the first one that exceeded the threshold value proposed by ASTM C 876 with a potential value below -350mv after 14 cycles. And, the corresponding corrosion current density and concentration of water soluble chloride were measured as $30{\mu}A/mm^2$ and $0.258\%$. On the other hand, for the other specimens that are FA20 and BFS50, potential values below -350mV were observed later at 18 and 20 cycles, respectively. Results confirmed the hypothesis that mineral admixtures may be more effective on delay the development of steel bar corrosion in antiwashout underwater concrete.

• 한국세라믹학회지
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• 제40권7호
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• pp.702-708
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• 2003

포틀랜드 시멘트 양(중량)을 플라이 애쉬로 50 wt%까지 치환한 페이스트, 모르터 내지 콘크리트 시편을 만들어 플라이 애쉬가 모르터/콘크리트의 온도, 자유석회량 및 강도 등에 미치는 영향을 조사하였다. 페이스트의 수화열을 측정하여 환산식에 따라 일반 포틀랜드 시멘트 콘크리트의 경우와 비교할 때, 플라이 애쉬를 50 wt% 함유한 콘크리트의 양생 7일 온도(상승)는 약 45% 저하되었다. 전자의 경우 온도 상승은 33.4$^{\circ}C$이며 후자의 경우는 18.7$^{\circ}C$였다. 한편 철근 콘크리트의 제조에 사용되는 시멘트의 플라이 애쉬 함유량은 철근부식의 방지를 위하여 30 wt%를 초과하지 않는 게 바람직하다. 플라이 애쉬를 혼합한 콘크리트의 강도가 순수 포틀랜드 시멘트 콘크리트의 강도보다 양호하기 위해서는 양생기간이 28일 이상 되어야 한다. 그리고 플라이 애쉬 50 wt%를 함유한 시멘트를 가지고도 360 kg/$\textrm{cm}^2$ 이상의 28일 강도를 얻을 수 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2010년도 춘계 학술대회 제22권1호
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• pp.475-476
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• 2010

Hydration products formed on the steel surface may impose the resistance to corrosion of steel when a concrete is exposed to a salt environment. In the present study, ordinary Portland cement (OPC), calcium aluminate cement (CAC) and calcium hydroxide are applied as coating materials on the steel surface to consider the hydrations of each binder at corrosion. Corrosion is measured in terms of the corrosion potential and galvanic current to detect the effects in mitigating the corrosion behavior.

• Structural Engineering and Mechanics
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• 제40권5호
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• pp.617-636
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• 2011

We present the numerical implementation, simulation, and validation of the high-velocity impact experiments that have been described in the companion article. In this part, numerical investigations and simulations performed to mimic the tests are presented. The experiments were analyzed by the explicit integration-based software ABAQUS for improved simulations. Targets were modeled with a damaged plasticity model for concrete. Computational results of residual velocity and crater dimensions yielded acceptable results.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 가을 학술논문 발표대회
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• pp.135-136
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• 2021

This study investigated the use of different amounts of eggshell powder (ESP), namely 5%, 10%, and 15% by weight, as a substitute for Ordinary Portland Cement. The results show that its flowability and 28-day compressive strength. Meanwhile the carbon dioxide emission was though sustainable assessment analyzed It was concluded that ESP replacement level of around 5% provides the best performance to reduces environmental pollution.

• 한국지반공학회논문집
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• 제34권6호
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• pp.17-24
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• 2018

순환 유동층 보일러의 연소재를 고로슬래그의 알칼리 활성화 반응 자극제로 활용하여 개발한 새로운 매입말뚝의 주면고정액(ZA-Soil)을 시멘트밀크 공법의 주면고정액으로 사용한 말뚝에 대하여 정재하시험 및 동재하시험을 실시하여 보통 포틀랜드시멘트(OPC)와 비교하여 성능을 평가하였다. 정재하시험을 수행한 결과 말뚝의 허용하중은 1,350kN로 보통 포틀랜드시멘트를 매입말뚝의 주면고정액으로 사용한 결과와 동일하였고, 전 침하량은 6.97mm, 순 침하량은 1.48mm로 보통 포틀랜트시멘트의 전 침하량 7.825mm, 순 침하량 2.005mm와 유사한 결과를 보이는 것으로 나타났다. 동재하시험 및 CAPWAP분석을 실시한 결과, 새로운 매입말뚝의 주면고정액(ZA-Soil)의 주면 마찰력은 375.0kN, 선단 지지력은 3,045.9kN, 허용지지력은 1,368.36kN으로 나타났고, 포틀랜드시멘트를 매입말뚝의 주면고정액으로 사용한 결과와 유사한 결과를 보이는 것으로 나타났다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.295-300
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• 2001

In road pavements, it is known that cement concrete pavement has superior durability, safety in compared with asphalt concrete pavement. But in reparing pavement cement concrete pavement is not usually applied because of the length of time while the road is interrupted when using Ordinary and Rapid-hardening Portland Cement. And Super High Early Strength Cement and Ultra Super High Early Strength Cement are not favorable for ready mixied concrete because of rapid setting time, high slump loss and other restrictions. We aim to develope specific cement and concrete developing 1 day strength of over 300 kg/$cm^{2}$ to open the road within one day and workable time is maintained over 1 hour that can be used as ready mixed concrete. In this study, we Produced cement using rapid-hardening cement, Hauyne clinker, anhydride gypsum and accelerator and studied on its properties. The concrete strength was over 300 kg/$cm^{2}$ at 1 day and 550 kg/$cm^{2}$ at 28 day and workable time was maintained for over 1 hour.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2001년도 봄 학술발표회 논문집
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• pp.445-452
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• 2001

Generally, OPC(ordinary portland cement) is used for grouting in Korea, and bentonite has usually been added to prevent the deposition of cement particles. The dispersion of CB(cement bentonite) grout is influenced by variable factors i.e. water to cement ratio, particle size of cement, kind of bentonite, adding volume, methods of adding, viscosity of CB grout materials and curdling time. Among variable factors, the viscosity of CB grout materials is influenced by the dispersion, and dispersion is improved as increasing the mixing speed. In this paper, described a suitable mixing speed of the High Speed Mixer in field, engineering characteristics of CB grout materials vary with the water to cement ratio and the mixing speed as well as confirming the state of dispersion.

• 한국세라믹학회지
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• 제36권5호
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• pp.539-546
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• 1999

Absorbent polymer-cement composites were fabricated by the semi-powder mixing OPC(ordinary Portland cement) with an absorbent polymer. The effects of absorbent polymer on the mechanical properties and the hydration characteristics were observed and the polymer-cement interaction also discussed. Absorbent polymer-cement composites showed the value of total porosity of 8vol% the value of 28 days flexural strength was up to 280 Kgf/cm2 in the case of absorbent polymer-cement composite at 1 wt% absorbent polymer content and microstructure of absorbent polymer-cement composite has been observed more dense than that of OPC paste. Accordingly the permeability of compositewas improved and so the moisture resistance was also increased. Adding polymer did not retard the hydration of OPC. It was considered from the results of IR(infrared) analysis that the functional group of absorbent polymer would be changed from unidentate to bidentate during by the hydration of cement minerals.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 가을 학술논문 발표대회
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• pp.27-28
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• 2020

In this paper, we investigated the performance of synthetic graphene oxide-functionalized carbon nanotubes (GF) to promote cement hydration and increase the mechanical properties of cement paste. The enhancement effect of GF on the various properties of cement paste was evaluated via the mechanical strength, X-ray diffraction, and heat of hydration of cement paste. The results clearly showed that GF incorporation into cement paste promotes the early hydration of cement paste, generates more hydration products, which results in the mechanical improvement of cement paste. The compressive and splitting tensile strength were increased by 32.17% and 17.31%, respectively, compared to ordinary Portland cement at 28 days of hydration.