• Structural Engineering and Mechanics
• /
• 제62권1호
• /
• pp.1-9
• /
• 2017

This paper describes laboratory tests carried out to evaluate the influence of class F fly ash (FA) on fracture toughness of plain concretes, specified at the third model fracture. Composites with the additives of: 0%, 20% and 30% siliceous FA were analysed. Fracture toughness tests were performed on axial torsional machine MTS 809 Axial/Torsional Test System, using the cylindrical specimens with dimensions of 150/300 mm, having an initial circumferential notch made in the half-height of cylinders. The studies examined effect of FA additive on the critical stress intensity factor $K_{IIIc}$. In order to determine the fracture toughness $K_{IIIc}$ a special device was manufactured.The analysis of the results revealed that a 20% FA additive causes increase in $K_{IIIc}$, while a 30% FA additive causes decrease in fracture toughness. Furthermore, it was observed that the results obtained during fracture toughness tests are convergent with the values of the compression strength tests.

• KCI Concrete Journal
• /
• 제14권2호
• /
• pp.76-80
• /
• 2002

The role of high volume Class F fly ash in reducing expansion due to Alkali-Silica Reaction (ASR) was investigated. A series of modified ASTM C 1260 tests were performed under three different levels of NaOH normality, extending the test period to 28 days, using high- or low alkali cement, and Class F fly ash up to 58 ％ by mass of cement. A reactive siliceous fine aggregate was used. The test results confirm that HVFA replacement in a cementitious system significantly helps in controlling expansion caused by ASR.

• Structural Engineering and Mechanics
• /
• 제86권4호
• /
• pp.431-441
• /
• 2023

The aim of this paper is to present a new sustainable ternary and quaternary binder by partially replacing ordinary Portland cement (OPC) with different percentages of supplementary cementitious materials. The motivation is to reduce our dependency on OPC to reduce CO₂ emission and carbon foot print. As the main substitute for the OPC, siliceous fly ash was used. Moreover, silica fume and nanosilica were also used. During examinations the main mechanical parameters of concrete composites, i.e., compressive strength (f_cm) and splitting tensile strength (f_ctm) were assed. The microstructure of these materials was also analysed. It was found that the concrete incorporating pozzolanic materials is characterized by a well-developed structure and has high values of mechanical parameters. The quaternary concrete containing: 80% OPC, 5% FA, 10% SF, and 5% nS have shown the best results in terms of good strength parameters as well as the most favourable microstructure, whereas the worst mechanical parameters with microstructure containing microcracks at phase interfaces were characterized by concrete with more content of FA additive in the concrete mix, i.e., 15%. Nevertheless, all concretes made on quaternary binders had better parameters than the reference one. It can be stated that sustainable concrete incorporating pozzolanic materials could be good substitute of ordinary concretes.

• 한국세라믹학회지
• /
• 제39권5호
• /
• pp.452-459
• /
• 2002

고로슬래그와 플라이 애쉬의 석회 반응성을 수열조건 하에서 각각 고찰하였다. 수열반응 조건은 CaO-$SiO_2$ 비(C/S), 수열온도($140{\circ}C$와 $180{\circ}C$)및 반응시간(20~60시간)이었다. 수열반응성은 각 수경성 재료에 함유된 $SiO_2$와 (순수)석회 사이의 반응률 및 반응 시편의 압축강도를 측정하여 조사하였다. 그리고 본 반응성 고찰을 위하여 기공률 측정 및 XRD 분석도 수행하였다. 압축강도 물성은 시편의 기공률 및 CaO-$SiO_2$ 반응성과 연계하여 고찰하였으며, XRD 분석으로 수열반응 중 C/S가 변화함을 확인할 수 있었다. 고로슬래그 중의 $SiO_2$는 플라이 애쉬에 함유된 $SiO_2$ 보다 석회반응성이 우수하여 전자의 경우 시편은 훨씬 높은 강도를 나타내었다. 수열반응 온도 $180{\circ}C$ 및 40시간의 조건에서 고로슬래그는 최고 강도 $807kg/cm^2$을 나타냈으며, 플라이 애쉬의 경우 최고 강도는 $397kg/cm^2$ 이었다.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
• /
• pp.217-220
• /
• 2001

Due to the tendency of increase in demolished-concrete produced by alteration and deterioration of concrete structures, recycling of those demolished-concrete is necessary to solve the exhaustion of natural aggregate, in order to save resources and protect environment, especially being want of resources in Korea. For this purpose, concrete made with the pozzolanic cement and recycled aggregate was tested for compressive and tensile strength. The pozzolanic cement was a mixture of OPC(Ordinary Portland Cement) and pozzolans such as fly ash, other siliceous materials and early rapid hardening cement(ERC). It was found that the compressive strength of the pozzolanic cement was enhanced when 0.75% of ERC was dozed, as compared with OPC mortar. It was also shown that compressive and tensile strength of concrete with recycled aggregate and pozzolanic cement were higher than those of concrete with crushed stones and OPC. It was concluded that the pozzolanic cement influenced on the increase of concrete strengths with recycled aggregate.

• 청정기술
• /
• 제6권1호
• /
• pp.61-69
• /
• 2000

본 연구에서는 시멘트 산업에서 이용 가능한 무기질 산업폐기물의 발생현황 및 물성을 조사하여 시멘트원료, mineralizer/flux, 시멘트 혼합재, 특수시멘트 제조원료 등 용도별 재활용 방안을 결정하고 적용실험을 하였다. 산업폐기물의 시멘트 원료로의 이용에 있어, 철질원료 대체용으로는 Cu-slag, Zn-slag, 전기로 슬래그 및 전로 슬래그 등이, 규석질 원료의 대체용으로 폐주물사가 사용되었다. 제당회사에서 발생되는 $CaF_2$가 주성분인 폐소석회와 아연제련 공정에서 부산되는 폐기물인 jarosite를 mineralizer/flux로 사용하여 클린커의 소성온도를 약 $100{\sim}150^{\circ}C$ 낮출 수 있었다. 혼합재료의 이용에 있어, Cu-slag와 STS sludge를 혼합 첨가한 경우 시멘트 혼합재로서의 충분한 물성을 얻을 수 있었고, fly ash 및 석회석도 시멘트의 혼합재로 적당량 첨가함으로서 시멘트의 성능을 향상시킬 수 있었다. 특수 시멘트의 원료로의 이용에 있어서는, 알루미늄 폐슬러지를 원료로 속경성 클린커를 제조하고 이를 이용하여 2시간내에 $300kg/cm^2$강도를 발현하는 초속경 시멘트를 제조하였고, 두 종류의 도시쓰레기 소각회를 원료로 이용하여 $C_3S(3CaO{\cdot}SiO_2)$와 $C_{11}A_7{\cdot}CaCl_2(11CaO{\cdot}7Al_2O_3{\cdot}CaCl_2)$가 주요 광물인 시멘트를 제조할 수 있었다.