In this research, the adverse effect of various oils when the mortar including fly ash was submerged into the oils. From the experimental results, the highest length and mass changing rates were observed when the mortar was submerged into the biodiesel and in the case of relative dynamic elastic modulus, soy oil and biodiesel caused the most decreasing. Additionally, the mortar with fly ash was influenced more than ordinary Portland cement when it submerged into the oil.

This study evaluates the material performance of slump value and compressive strength of the concrete which was made by recycled sand and blast furnace slag powder(BFSP). The main variables are replacement ratio of BFSP. As a result, it was evaluated that more detailed evaluation is needed in long-term strength development and the compensation of slump value to the replacement ratio of BFSP.

So far, various experiments were carried out and published on recycled aggregates. But the structural use of recycled aggregates were very limited. To use a recycled coarse aggregate as structural materials, evaluation of compressive strength and splitting tensile strength were proceed according to replacement ratio of recycled coarse aggregate.

From the previous research, as a solution of carbonation of high-volume SCM concrete, outstanding performance of emulsified refined cooking oil with applying on the surface of the concrete was suggested. As a comparative study, the aim of this research is evaluating carbonation resistance and pore structure of high-volume SCM concrete depending on the painting substances of emulsified refined cooking oil and modified silicate base permeating paint, which is commercial product by mock-up test.

본 연구에서는 슬래그를 다량 치환한 콘크리트의 동결융해 저항성능에 미치는 미세공극의 영향을 검토하였다. 콘크리트는 용선예비처리슬래그가 포함된 고로슬래그 미분말을 0, 40, 70 % 치환하여 제조하였으며 압축강도 특성 및 동결융해 저항성능과 미세공극을 검토하였다. 또한 설계기준강도와 목표공기량을 설정하고, 동결융해 작용에 따른 열화를 확인하기 위하여 재령 14일의 낮은 압축강도로 인한 내력저하를 유도하였다. 실험결과, 설계기준강도를 유사하게 설정하고 목표공기량을 확보하였음에도 불구하고 콘크리트의 미세공극 분포가 상이한 결과를 나타내었다. GGBS70 시험체는 동결융해를 받지 않은 초기 0사이클에서 10~100 nm 크기의 공극량이 가장 적어 공극 내 동결할 수 있는 물의 양이 적을 것으로 판단된다. 이러한 이유로 다른 시험체에 비해 동결팽창압력이 상대적으로 작기 때문에 동결융해 저항성능이 우수한 것으로 판단된다.

리튬-함유 백운모는 삼팔면체 레피돌라이트(lepidolite)와 함께 화강암 페그마타이트 주변에서 발견되는 대표적인 리튬광물 중 하나이다. 백운모 결정구조를 고려하면 Li+ 이온은 층간 K+ 자리(Int)에 위치하거나 Al3+ 팔면체층의 원자 빈자리(Sub)에 위치할 수 있지만, 실험만으로 백운모의 리튬 함유 기작을 규명하는데 어려움이 있다. 이번 연구에서는 밀도범함수(density functional theory, DFT)를 사용하여 백운모 결정구조 내에 Li+이 함유되는 위치와 이에 따른 미시적 구조 및 에너지 변화를 조사하였다. Li+이 Int 또는 Sub에 위치할 경우, 운모의 결정상수, ab 면과 가지는 수산기의 각, 층간 거리 등 상당한 차이를 보여주었다. 뿐만 아니라, DFT 에너지 계산은 순수 백운모 구조에서는 Li+이 K+를 대신하여 Int에 위치하는 것이 Sub에 위치하는 것보다 더 낮은 에너지를 보여주었다. 그러나 팔면체층에 Fe2+ 치환이 일어난 경우에는, Li+이 Sub에 위치하는 것이 오히려 더 낮은 에너지를 보여주었다. 이번 DFT 연구결과는 기존의 Li-함유 백운모 화학분석으로부터 발견한 Fe2+와 Li+의 상관관계를 설명해 줄 수 있으며, 백운모의 Li+ 함유기작에서 팔면체층의 양이온 치환의 중요한 역할을 제시한다.

South Korea has a soft ground in many areas, and many reinforcing method were used to build the structure on the soft ground. PF method is eco-friendly and secure a bearing capacity by forming a basis of bulbs through mixing the soil and a high-performance "Bindearth", and can control the settlement. Here are we introduce a test case study method through the recent case of the PF.

As the usage of supplementary additives such as blast furnace slag and fly ash for concrete was increased, the carbonation of concrete has been a problem. Hence, in this research, as a solution of carbonation of the high-volume supplementary additive concrete, the effect of waste oil based liniment on carbonation and chloride resistivity was analyzed when it applied on the surface of the concrete.

In this study, experimental research was carried out to improve the seismic performance of reinforced concrete exterior beam-column joint regions using replacing recycled coarse aggregate with hybrid fiber (steel fiber+PVA fiber) in existing reinforced concrete building. Therefore it was constructed and tested seven specimens retrofitting the beam-column joint regions using such retrofitting materials. Specimens, designed by retrofitting the beam-column joint regions of reinforced concrete building, were showed the stable failure mode and increase of load-carrying capacity due to the effect of crack control at the times of initial loading and bridge of retrofitting hybrid fiber during testing. Specimens BCJGPSR series, designed by the retrofitting of replacing recycled coarse aggregate with hybrid fiber in reinforecd beam-column joint regions were increased its maximum load carrying capacity by 1.01~1.04 times and its energy dissipation capacity by 1.06~1.29 times in comparison with standard specimen BCJS. Also, specimen BCJGPSR1 were increased its energy dissipation capacity by 1.33~1.65 times in comparison with specimens BCJS, BCJP and BCJGPR series for a displacement ductility of 9.

Environmental problems caused by the occurrence of carbon dioxide are recognized as a critical issue throughout the world. As a result, a measure for the use of cement and improvement of its quality must be sought out. In order to reduce the occurrence of carbon dioxide during the manufacturing process of cement, this study creates an alkali-activated slag cement that utilizes ground granulated blast furnace slag, an industrial by-product, and substitutes metakaolin as an alternative for silica fume to improve the process of manufacturing high-strength concrete and its quality. The study discerns the mechanical characteristics by measuring the flexibility and compressive strength through the mortar matrix and discerns the durability by conducting an acid resistance test and chloride ion penetration resistance test. Also, the study discerns the hydration products through an XRD test. Based on the results of such tests, it is anticipated that it may be used as a secondary product for concrete or buildings that require superior long-term strength and durability compared to regular Portland cement. However, as no clear results were found in this study regarding the substitution of metakaolin, it displayed mixed results in comparison to previous studies. Nevertheless, it is expected that metakaolin will become a more superior admixture if its issues are improved through continuous research studies.

고준위폐기물의 심지층 처분을 위해 완충재인 벤토나이트가 반드시 필요하고, 지하 환경에서 이 물질의 장기적 특성 변화를 아는 것은 매우 중요하다. 본 실험에서 폐기물 금속용기의 구리코팅 성분이 부식되면서 구리이온 농도가 증가한다고 가정하였을 때, 완충재인 벤토나이트 점토(몬모릴로나이트)의 층간 양이온들의 이온교환 및 용출 특성 등을 실험을 통해 살펴보았다. 용존 구리와 벤토나이트와의 반응실험에서 팽창성 점토의 Na가 선택적으로 먼저 Cu에 의해 치환되었고 Ca는 상대적으로 시간을 두고 이온교환되었다. 그리고 구리로 치환된 몬모릴로나이트는 X-선회절 분석결과 원시료에 비해 층간간격이 다소 줄어든 특징적인 비대칭 회절형태로 관찰되었다. 이러한 실험결과는 지하처분조건에서 고유 벤토나이트 성질의 점진적인 변화를 간접적으로 지시하는 것으로, 향후 다양한 추가실험을 통해 처분장 완충재의 화학적 광물학적 특성 변화를 연구할 계획이다.

이 연구의 목적은 다양한 혼화재의 치환과 양생온도를 고려한 콘크리트의 압축강도 발현을 평가할 수 있는 단순모델의 제시이다. 이를위해 ACI 209의 포물선 식을 성숙도 함수를 기반으로 하여 수정하였으며, 압축강도 발현 상수 A, B 그리고 재령 28일 압축강도는 264개의 기존 실험결과들의 회귀분석으로부터 결정하였다. 제시된 모델의 검증을 위하여 혼화재 치환과 양생온도를 변수로 3그룹의 실험을 수행하였다. 콘크리트의 28일 압축강도는 양생온도가 표준양생온도(20도시)보다 높을수록 또는 낮을수록 감소하였다. 초기 재령3일동안 표준온도에서 양생을 한 콘크리트의 압축강도 발현은 그 이후 양생온도 변화에 영향을 거의 받지 않았다. 제안된 모델의 예측값과 실험값의 비의평균과 표준편차는 각각 1.00와 0.08로서 실험결과와 잘 일치하였다.

In this study, four reinforced concrete beams, replacing recycled coarse aggregate with PVA fiber(BSPG-R series), were constructed and tested under monotonic loading. Experimental programs were carried out to improve and evaluate the structural performance of such test specimens, such as the load-displacement, the failure mode and the maximum load carrying capacity. all the specimens were modeled in 1/2 scale-down size.

The objective of this paper is to investigate the effect of spreading time of waste cooking oil (WCO) on durability of high volume blast furnace slag concrete. Carbonation and resistance to chloride attack were measured according to spreading time of WCO. WCO was spreaded on the surface of the concrete with different curing condition after demolding. Blast furnace slag with 60% was incorporated into concrete with 45% of W/B. Test results indicated that carbonation and penetration resistance of chloride attack had favorable results with the condition of 28days water curing and spreading WCO.

This study investigated the effect of cement type and ground granulated blast furnace slag (GGBS) on the mechanical properties and workability of grout for offshore PSC structures. As the replacement ratio of GGBS increased, the flowability of the grout increased and both intial and final setting times of grout was delayed regardless of cement type. However, the effects of GGBS on the bleeding of grout were different according to the type of cement: as the ratio of GGBS increased, less bleeding was observed for the grout with typeⅠ cement whereas higher bleeding was generated for the grout with type Ⅲ cement. However, there was no significant difference in their compressive strength at 28 day according the different replacement ratio of GGBS from 0 to 40%.

Recently, there is comprehensive efforts to reduce greenhouse emissions in a global community. CO2 reduction can be expected using a limestone powder as a admixture in concrete. In this study, Rapid Freezing and Thawing test of concrete using a large amount of limestone powder was evaluated.

In this study, the concrete compressive strength test conducted according to the replacement ratio of electronic arc furnace oxidizing slag. As higher substitution rate of the electronic arc furnace oxidizing slag aggregates, early concrete compressive strength development is effective and the higher the concrete compressive strength as too.

In this study, the experiments were carried out in order that flexural behavior evaluated High-strength Concrete Beams reinfrced with FRP plates according ro replacement ration of recycled aggregate. As a result, maximum load was higher than existiong of unreinforced when the reinforced with FRP plates and no decrease in load about increased fo replacement ration of recycled aggregate. Some specimens was greater than ACI 440-2R referemce value.

In this study, Blast furnace-based has been manufactured by utilizing recycled aggregates and gypsum as alkali activator. Comparing with the common geopolymer concrete, Using recycled aggregates and gypsum as activator could be identified to applied in low strength concrete.

This is an experimental study on manufacturing of non-cement matrix. Materials like cement and blowing agent in foamed concrete is replaced by by-products from blast furnace slag and paper ash. Further, the experiment was performed by replacing alkali with natural gypsum by (0, 5, 15, 20, 25, 35, 45) of weight of alkali (wt.%) in order to reduce the amount of expensive alkali activator. Sample NG-0.15 with density showed lowest. After this point, density increases as replacement ratio increases. The compressive strength test result, showed a similar trend with density. And it showed that compressive strength of the NG-0.45 was highest.