Ure resistance tests than even series drops inside the addition of 30 of crushed basalt aggregate was utilised, showed the B1smallerconcretes. D-Fructose-6-phosphate disodium salt In stock compression strength ash lowered the decrease in compression strength to worth of your 1.eight . The 30 of after low-temperature resistance tests than the B1 seriesaconcretes.only addition ofB3 series Compound 48/80 medchemexpress concretes also decrease in compression cracks, and in all samples 1.eight . of fly ash was ash lowered thehad no visible damage or strength to a worth of onlythe useThe B3 series related using a no visible harm or cracks, and in all samples the use of fly ash was concretes also had reduce reduce in compression strength soon after low-temperature resistance tests. The most beneficial a reduced decrease in compression strength soon after low-temperature reassociated with outcome was obtained for the concrete containing 30 of fly ash (strength reduce around eight.5 ). To sum up, for the concrete obtained 30 of fly ash sistance tests. The best result was obtained on the basis of thecontainingtest results, it can be concluded that the usage of ashes in the combustion of wood unflower biomass in (strength lower around eight.five ). To sum up, on the basis from the obtained test a fluidized bed boiler as substitutes for a part of the sand content material in concrete reduces the lower inside the compression strength of concrete right after low-temperature resistance tests. In each series of concrete containing ash, the decrease in compression strength was reduced than for the control concrete. This addition reduced the reduce in compression strength Supplies 2021, 14, x. https://doi.org/10.3390/xxxxx www.mdpi.com/journal/materials by up to 80 in comparison to the control samples.Components 2021, 14,outcomes, it may be concluded that the usage of ashes from the combustion of wood unflower biomass within a fluidized bed boiler as substitutes for a a part of the sand content in concrete reduces the reduce in the compression strength of concrete following low-temperature resistance tests. In each series of concrete containing ash, the reduce in compression strength was reduce than for the handle concrete. This addition reduced the lower in ten of 15 compression strength by as much as 80 in comparison with the control samples. 3.five. Water Penetration of Concretes Containing Ash from Biomass Combustion three.five. Water Penetration of Concretes Containing Ash from Biomass Combustion The B1-0 control concrete, influenced by water pressure, obtained an typical water The B1-0 manage concrete, influenced B1 series concretes were marked by a higher penetration depth of 42 mm (Figure eight). Theby water stress, obtained an typical water penetration depth of 42 mm (Figure 8). The with all the boost in had been marked by a higher depth of water penetration, which increased B1 series concretes the amount of added ash. depth of water penetration, which elevated trend observed for the quantity concretes is In the case of B2 and B3 series concretes, the with the boost within the B1 seriesof added ash. Within the The lowest water penetration depth trend observed for the B1 and B3-0 manage visible.case of B2 and B3 series concretes, the was accomplished by the B2-0 series concretes is visible. The lowest waterby those containingwas achieved by the B2-0 and B3-0 handle concretes, and also the highest penetration depth 30 fly ash. It can be noticed that inside the B3 concretes, and with CEM II those containing 30 fly ash. It can be noticed that with series concretesthe highest by ash cement, the enhance in water pen.