scholarly journals Sulphate resistance of air entrained mortars with admixture of fly ashes

2015 ◽  
Vol 14 (1) ◽  
pp. 043-052
Author(s):  
Monika Jaworska

The effects of entrained air on sulphate resistance of fly ash blended cements mortars long term immersed in Na2SO4 solution were investigated. The expansion strains and decrease in strength of air entrained mortars were faster than those of non-air entrained ones. It was found with SEM and XRD analyses that ettringite and gypsum were the main sulfate attack products. The SEM studies of mortars microstructure showed that the highest amount of ettringite observed occurred in air voids partially filled with this phase. The sulphate resistance of AE and nAE mortars containing high or low calcium fly ash blended cements was significantly higher compared to plain OPC mortar.

1984 ◽  
Vol 43 ◽  
Author(s):  
R. I. A. Malek ◽  
D. M. Roy

AbstractThe zeta-potentials of two fly ashes were studied (high-calcium and low-calcium). It was found that they possess a point of charge reversal at pH = 10.5 to 12. The point of zero charge (low-calcium fly ash) was found to be at pH = 5. Furthermore, it shifted to more acidic values after the fly ash is aged in several calcium-containing solutions. The surficial changes that could happen when mixing fly ashes with cement and concrete were further evaluated by aging fly ashes in different solutions: Ca(OH)2, CaSO4·2H2O, NaOH and water solutions. Information from analyses for different ionic species in the solutions and characterization of the solid residues (XRD and SEM) was used in tentative explanations for the different behavior of the two types of fly ash in cementitious mixtures and concrete.


2017 ◽  
Vol 131 ◽  
pp. 690-695 ◽  
Author(s):  
Himabindu Myadraboina ◽  
Sujeeva Setunge ◽  
Indubhushan Patnaikuni

2016 ◽  
Vol 711 ◽  
pp. 943-949
Author(s):  
Mahdi Babaee ◽  
Arnaud Castel

Geopolymer concrete (GPC) has significant potential as a more sustainable, low-embodied carbon alternative for ordinary Portland cement concrete (PCC). However; as a rather new engineering material, there are some concerns over the durability aspects of geopolymeric binders. In this study, performance of chloride contaminated reinforced GPC specimens manufactured using low calcium fly ash is investigated by long-term monitoring of corrosion parameters such as free corrosion potential and polarization resistance. It was found that low calcium fly ash GPC can perform as well as PCC during the propagation phase of corrosion; although, some conventional reference values of corrosion parameters which are indicative of severity of the steel corrosion in PCC are not suitable for GPC. Additionally, commonly used electrochemical test methods are successfully employed to assess the degree of reinforcement corrosion in geopolymeric binders within an acceptable level of accuracy.


Materials ◽  
2021 ◽  
Vol 14 (6) ◽  
pp. 1528
Author(s):  
Suwat Ramjan ◽  
Weerachart Tangchirapat ◽  
Chai Jaturapitakkul ◽  
Cheah Chee Ban ◽  
Peerapong Jitsangiam ◽  
...  

The alkali-silica reaction (ASR) is an important consideration in ensuring the long-term durability of concrete materials, especially for those containing reactive aggregates. Although fly ash (FA) has proven to be useful in preventing ASR expansion, the filler effect and the effect of FA fineness on ASR expansion are not well defined in the present literature. Hence, this study aimed to examine the effects of the filler and fineness of FA on ASR mortar expansion. FAs with two different finenesses were used to substitute ordinary Portland cement (OPC) at 20% by weight of binder. River sand (RS) with the same fineness as the FA was also used to replace OPC at the same rate as FA. The replacement of OPC with RS (an inert material) was carried out to observe the filler effect of FA on ASR. The results showed that FA and RS provided lower ASR expansions compared with the control mortar. Fine and coarse fly ashes in this study had almost the same effectiveness in mitigating the ASR expansion of the mortars. For the filler effect, smaller particles of RS had more influence on the ASR reduction than RS with coarser particles. A significant mitigation of the ASR expansion was obtained by decreasing the OPC content in the mortar mixture through its partial substitution with FA and RS.


1984 ◽  
Vol 43 ◽  
Author(s):  
Gerald F. Groenewold ◽  
David J. Hassett ◽  
Robert D. Koor ◽  
Oscar E. Manz

AbstractLeachates from western fly ashes are typirally alkaline. Our studies indicate a strong correlation between alkalinity of western fly ash leachate and trace element concentrations. Elements of particular concern include As, Se, and Mo. A base neutralization mechanism is operative in all of the overburden types found at mine disposal sites in western North Dakota. Regional geological similarity suggests that this mechanism is operative throughout the Northern Great Plains. Although the mechanisms of neutralizatioti are speculative, laboratory experiments indicate significant neutralization at all levels of base above background levels. Long-term monitoring of fly ash disposal-sites indicates that alkaline neutralization of fly ash leachate is occurring. Further, field data indicate that toxic trace elements (particularly As and Se) in disposal site leachates decrease in concentration as the pH of the learhate is neutralized. Thus, the intrinsic corditions at Northern Great Plains fly ash disposal sites appear to promote significant attenuation of critical toxic elements found in fly ash leachates. Regardless of the pH, leachates in those settings have high concentrations of sodium and sulfate. Western fly ashes are commonly cementitious. Our studies indicate that fly ashes comnoniy develop significant strength after several months of burial, particularly if emplaced in an unsaturated disposal setting. Once cementitious reactions have occurred, the fly ashes show little potential for leaching. Thus, a combination of intrinsic disposal-site conditions and the cementitious behavior of the fly ashes suggests that surface-mine disposal of western fly ashes in the Northern Great Plains, assuming proper disposal-site selection, may not cause long-term environmental problems associated with toxic trace elements.


1985 ◽  
Vol 65 ◽  
Author(s):  
R. I. A. Malek ◽  
P. H. Licastro ◽  
D. M. Roy

ABSTRACTLow-calcium fly ashes from eastern Pennsylvania power plants, stabilized with Portland cement, have a potential application as a pipeline bedding material. A typical fly ash, and a cement-stabilized material made with this fly ash, were subjected to extensive physical and chemical characterization. Two procedures were used to investigate whether leachates from the bedding materials were nonhazardous according to the criteria of the regulatory agencies. The first was the short-term EPA test, used to define a hazardous waste under the RCRA regulations, and the second was a long-term flow-through test developed at MRL/PSU. In the second test, driving pressure, flow rate and permeability were monitored during the experiment. Calculations showed that this flow-through technique simulates rain water percolation in a similar sized bed for about 25 years. The leaching fluids in both methods were deionized water (EPA procedure) and simulated rain water. Analyses for seventeen metals by DC plasma emission spectrometry and for seven anions by ion chromatography were performed. Concentrations of the leachates from the two procedures were well below the levels that define a hazardous waste. Considerable insight into the long term leaching mechanisms of various elements was obtained from the flow-through experiments.


2021 ◽  
Vol 7 ◽  
Author(s):  
Ruben Snellings ◽  
Hadi Kazemi-Kamyab ◽  
Peter Nielsen ◽  
Liesbet Van den Abeele

Upcycling and reclaiming of low quality or stored coal combustion fly ashes could enable to tap into a voluminous resource of supplementary cementitious materials (SCMs) for low-carbon blended cements. Low reactivity fly ashes are usually either too crystalline or too coarse. Beneficiation treatments for coarse fly ashes comprise size classification or milling processes to extract or produce fine size fractions of higher pozzolanic reactivity. This article compares the effect of size classification and milling treatments on the reactivity of a siliceous fly ash (FA). The intrinsic chemical reactivity is assessed using the R3 heat release test method. The results showed significant increases of 57 and 40% for fine classified and milled fly ash compared to the initial fly ash, respectively. In addition heat release and portlandite consumption were measured for blended cements with 30 wt.% Portland cement replacement by the fly ashes. Both test results are combined to calculate the degree of reaction of the fly ashes over time in blended cement. The results demonstrate a strong effect of particle size on fly ash reactivity and degree of reaction. It is shown that increasing the inherent reactivity of fly ashes is an effective way of both accelerating compressive strength gain and enhancing late age strength with fine classified fly ashes reaching equivalent strength as neat Portland cement by 28 days and attaining a strength activity index of 137% by 90 days.


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