D for the with the PN-B-06250 B1-0 control concrete, the water absorption termined in accordance test. In the case of thestandard. Cubic samples with a side of 150 tion with the samples was four.six . The B1 series concretes, in which the fly ash from biomass of had been ready for the The B1 series concretes, in which the fly ash from biomass mm the samples was four.six .test. In the case of the B1-0 handle concrete, the water absorpcombustion was added, showed a slightly greater water absorption, which enhanced along combustion was added, showed a slightly concretes, in which the which from biomass tion on the samples was 4.6 . The B1 serieshigher water absorption, fly ashincreased in conjunction with the improve in in the volume of added ash (Figure 6). using the increase the amount of added ash (Figure six). combustion was added, showed a slightly greater water absorption, which increased in addition to the enhance in the level of added ash (Figure 6).B1-0 – handle concrete – gravel CEM I B1 – gravel CEM I fly ash B2 – basalt CEM I fly ash B1-0 – handle concrete -gravel CEM I B3 – gravel CEM II fly ash B1 – gravel CEM I fly ash B2 – basalt CEM I fly ash B3 – gravel CEM II fly Charybdotoxin Biological Activity ashAverage compressive strength, MPa Average compressive strength, MPaB1-0 B1-1 B1-0 B1-2 B1-1 B1-3 B1-2 B1-4 B1-3 B2-0 B1-4 B2-1 B2-0 B2-2 B2-1 B2-3 B2-2 B3-0 B2-3 B3-1 B3-0 B3-2 B3-1 B3-3 B3-2 4.00 B3-3 4.four.60 4.66 4.60 four.81 4.66 four.88 four.81 four.95 four.88 four.62 4.95 four.67 four.62 four.82 four.67 four.97 4.82 four.Series Series4.50 4.five.five.six.six.25 6.35 6.25 6.47 6.35 6.52 6.47 6.50 6.six.7.00 7.five.00Water absorption six.00 5.Water absorption using the addition of fly ash. Figure 6. Water absorption of control concretes and concretes Figure six. Water absorption of control concretes and concretes together with the addition of fly ash.The B2 series concretes also showed a rise in water absorption together with the improve on the added ash, nevertheless, the difference among the handle concrete and the concrete containing 30 ash added was only 0.35 . The water absorption of B3 series concretes, in which CEM II ash cement was employed, was higher than inside the case of concretes Supplies 2021, 14, x. https://doi.org/10.3390/xxxxx www.mdpi.com/MCC950 Purity journal/materials created with CEM I cement. On top of that, in these series of concretes, an increase in the water absorption in the tested concretes was observed along with an increase within the amount ofFigure 6. Water absorption of control concretes and concretes with all the addition of fly ash.Supplies 2021, 14, x. https://doi.org/10.3390/xxxxx www.mdpi.com/journal/materialsMaterials 2021, 14,The B2 series concretes also showed an increase in water absorption in addition to the raise with the added ash, on the other hand, the distinction in between the manage concrete plus the concrete containing 30 ash added was only 0.35 . The water absorption of B3 series concretes, in which CEM II ash cement was applied, was larger than in the case of concretes 9 of 15 made with CEM I cement. Also, in these series of concretes, a rise within the water absorption with the tested concretes was observed in conjunction with an increase inside the quantity of added ash. The water absorption of concrete really should not exceed five within the case added ash. The water absorption of concrete situations and 9 in the case of concretes of concretes directly exposed to atmospheric must not exceed 5 in the case of concretes directly from direct atmospheric circumstances. In line with these suggestions, the B1-0 from sheltered exposed to atmospheric.
