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The effects of replacing high calcium fly ash with containment glass powder and limestone powder in the geopolymer are investigated in this paper. The high calcium fly ash was replaced by either glass powder or limestone powder at 20% and 40% by weight. The geopolymer paste was tested for setting time and compressive strength and evaluated of its microstructure on SEM, XRD, FTIR, and MIP.
Get PriceThe effects of calcium nitrite based corrosion inhibitor (CNI) and fly ash on the corrosion of high performance concrete subjected to a simulated marine environment were investigated. Small-scale concrete slabs containing steel reinforcement were cast with a cover depth of 20 mm and with a construction joint intersecting the steel reinforcing
Get PriceNov 11, 2010· Ground calcium carbide residue (CR) was mixed with original fly ash (OF) or ground fly ash (GF) at a ratio of 30:70 by weight and was used as a binder to cast concrete without portland cement. The effects of fly ash finenesses and water to binder (W / B) ratios of CR-OF and CR-GF concretes on setting times, compressive strength, modulus of
Get PriceNov 29, 2007· Two types of fly ash are commonly used in concrete: Class C and Class F. Class C are often high-calcium fly ashes with carbon content less than 2%; whereas, Class F are generally low-calcium fly ashes with carbon contents less than 5% but sometimes as high as 10%.
Get PriceJul 07, 2015· The results indicated that fresh geopolymer concrete had short setting time of 28–58 min due to the presence of high calcium content of fly ash. In general, strengths and modulus of elasticity increased with the increase in NaOH concentration. For compressive strength, the optimum Na 2 O content was around 12% of fly ash. The high-strength
Get Priceresulting in reduction in strength of fly ash concrete. The effect of high temperature on concrete containing ash or natural pozzolans has not been investigated very well. There are changes in the properties of concretes, particularly in temp. ranging from 100– 300°C. Above 300°C, there is decrease in mechanical characteristics.
Get PriceFly ash is a byproduct from coal-fired power plants that is frequently used as an admixture in concrete to replace a portion of the Portland cement. Using fly ash in concrete is environmentally beneficial because it reduces the Portland cement (a major contributor of CO2) required in concrete.
Get PriceThis paper presents a study of the flexural strength of geopolymer concrete beam using high calcium content fly ash (FA) in marine environment, without high heat curing. Two series of beam specimens were loaded to failure to study the effect of chloride environment on the flexural strength of geopolymer concrete beams.
Get PriceThis research studies the effects of mixing time, with a high-speed centrifuge mixer (1,000 rpm), on the setting and hardening properties of high calcium fly ash-based geopolymer paste. Setting time, strength, phase development, microstructure and porosity of the pastes were investigated.
Get Pricedition in concrete [1–3], due to economic and technological benefits. Two general classes of fly ash can be defined: low-cal-cium fly ash (FL) produced by burning anthracite or bitumi-nous coal, and high-calcium fly ash (FH) produced by burn-ing lignite or sub-bituminous coal. FL is categorized as a normal pozzolan, a material consisting of
Get PriceJun 10, 2019· The use of high volume fly ash as a partial replacement of cement reduces environmental pollution and conserves natural resources. This paper presents the experimental results to find out the effect of fineness and calcium content of fly ash on the mechanical properties of ECC.
Get PriceThis study presents an investigation into the durability of geopolymer concrete prepared using high calcium fly ash along with alkaline activators when exposed to 2% solution of sulfuric acid and 5% magnesium sulphate for up to 45 days. The durability was also assessed by measuring water absorption and sorptivity. Ordinary Portland cement concrete was also prepared as control concrete.
Get Pricehigh-calcium, ASTM Class C fly ash use in cement-based construction materials, such as high-performance concrete, ready-mixed concrete, and low-strength flowable concrete. The major topics included are: properties of fly ash, effects of fly ash inclusion on fresh and hardened
Get PriceASTM Class C (high calcium) fly ash, which manufactured commonly from burning lignitic sub-bituminous coal in power plants, can replace cement on equal volume or weight basis and its affect on strength development of fly-ash concrete is proven to be similar to cement controlled concrete.
Get PriceTypical low-calcium fly ash (LC-FA) and silica fume SF 90 (SF-90) was used as a binder in the mixture of high-strength concrete (HSC), replacing (20-40)% and (5-15)% of the weight of Portland
Get PriceNov 11, 2010· Ground calcium carbide residue (CR) was mixed with original fly ash (OF) or ground fly ash (GF) at a ratio of 30:70 by weight and was used as a binder to cast concrete without portland cement. The effects of fly ash finenesses and water to binder (W / B) ratios of CR-OF and CR-GF concretes on setting times, compressive strength, modulus of
Get PriceEffect of size fraction on composition and pozzolanic activity of high calcium fly ash Authors: Tong-sheng Zhang, Qi-jun Yu, Jiang-xiong Wei, Ping-ping Zhang Source: Advances in Cement Research, Volume 23, Issue 6, 1 Dec 2011 (299–307)
Get PriceJul 07, 2015· The results indicated that fresh geopolymer concrete had short setting time of 28–58 min due to the presence of high calcium content of fly ash. In general, strengths and modulus of elasticity increased with the increase in NaOH concentration. For compressive strength, the optimum Na 2 O content was around 12% of fly ash. The high-strength
Get PriceU. Rattanasak et al., Effect of chemical admixtures on properties of high-calcium fly ash geopolymer 365 Retarders are used in concrete to delay its setting owing to, for example, high temperature or to avoid complications when undesirable delays between mixing and placing occur.
Get Priceand to determine potential methods of mitigating the negative effects of high volumes of fly ash on concrete mixtures. Five Type I or I/II portland cements were tested in combination with five Class C fly ashes at 0, 25, 50, and 70 percent replacement levels. The effects of gypsum, calcium hydroxide, and rapid set cement additions were
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