Influence of Biomass Fly Ash on Sulfate Attack of Cement Stone

2020 ◽  
Vol 32 (9) ◽  
pp. 04020246
Author(s):  
Rimvydas Kaminskas ◽  
Vytautas Cesnauskas ◽  
Irmantas Barauskas
2020 ◽  
Vol 104 (2) ◽  
pp. 803-815
Author(s):  
Lisandro Simão ◽  
Andreia De Rossi ◽  
Dachamir Hotza ◽  
Manuel J. Ribeiro ◽  
Rui M. Novais ◽  
...  

Materials ◽  
2021 ◽  
Vol 14 (11) ◽  
pp. 3079
Author(s):  
Beata Jaworska ◽  
Dominika Stańczak ◽  
Joanna Tarańska ◽  
Jerzy Jaworski

The generation of energy for the needs of the population is currently a problem. In consideration of that, the biomass combustion process has started to be implemented as a new source of energy. The dynamic increase in the use of biomass for energy generation also resulted in the formation of waste in the form of fly ash. This paper presents an efficient way to manage this troublesome material in the polymer–cement composites (PCC), which have investigated to a lesser extent. The research outlined in this article consists of the characterization of biomass fly ash (BFA) as well as PCC containing this waste. The characteristics of PCC with BFA after 3, 7, 14, and 28 days of curing were analyzed. Our main findings are that biomass fly ash is suitable as a mineral additive in polymer–cement composites. The most interesting result is that the addition of biomass fly ash did not affect the rheological properties of the polymer–cement mortars, but it especially influenced its compressive strength. Most importantly, our findings can help prevent this byproduct from being placed in landfills, prevent the mining of new raw materials, and promote the manufacture of durable building materials.


Fuel ◽  
2012 ◽  
Vol 98 ◽  
pp. 265-271 ◽  
Author(s):  
Rejini Rajamma ◽  
João A. Labrincha ◽  
Victor M. Ferreira

2015 ◽  
Vol 77 ◽  
pp. 1-9 ◽  
Author(s):  
R. Rajamma ◽  
L. Senff ◽  
M.J. Ribeiro ◽  
J.A. Labrincha ◽  
R.J. Ball ◽  
...  

2017 ◽  
Vol 29 (8) ◽  
pp. 313-321
Author(s):  
Rimvydas Kaminskas ◽  
Vytautas Cesnauskas ◽  
Raimonda Kubiliute

2011 ◽  
Vol 99-100 ◽  
pp. 420-425 ◽  
Author(s):  
Qian Rong Yang ◽  
Xiao Qian Wang ◽  
Hui Ji

The strength, expansion and amount of scaling of concrete with compound mineral admixture (CMA) from steel slag, granulated blast furnace slag and fly ash were studied. The result shows that damage by crystallization press from sulfate attack when concrete was exposed to sulfate environments under wetting–drying alternation is much larger than that from sulfate chemical attack. Adding CMA to concrete could reduce the damage from expansion of concrete caused by sulfate chemical attack, but the resistance of concrete to damage by crystallization press from sulfate attack was remarkably reduced.


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